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2025.12.08 - Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Crystal Planning Commission Agenda Summary Monday, December 8, 2025 7 p.m. Crystal City Hall and Zoom Video Conference Zoom call information: (meeting ID is 825 1352 3897 and password is 414141) or call-in toll free at 888-475-4499 1. Call to Order 2. Approval of Minutes* a. Monday, September 8, 2025 meeting minutes 3. Public Hearing* a. Rezoning to Town Center – Planned Development (TC-PD) for the construction of an apartment building at 7000 – 56th Avenue North (Application Number 2025-07) 4. Old Business - None 5. New Business - None 6. General Information a. City Council actions on previous Planning Commission items: Conditional Use Permit Amendment for a child day care at 6122 – 42nd Ave. N. b. Development and construction update c. Update from Council liaison d. Staff preview of likely agenda items for Monday, January 12, 2026 meeting 7. Open Forum 8. Adjournment * Items for which supporting materials are included in the meeting packet Page 1 of 2 CRYSTAL PLANNING COMMISSION DETAILED AGENDA Monday, December 8, 2025 at 7:00 p.m. Council Chambers, Crystal City Hall Commissioners, please call 763.531.1142 or email dan.olson@crystalmn.gov if unable to attend * Items for which supporting materials are included in the meeting packet 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the following members present:  Commissioner (Ward 1) Sears [Vice Chair]  Commissioner (Ward 2) Selton  Commissioner (Ward 4) Vacant  Commissioner (Ward 1) Heigel  Commissioner (Ward 3) Sumnicht  Commissioner (Ward 4) Johnson [Chair]  Commissioner (Ward 2) Strand  Commissioner (Ward 3) Buck [Sec. Vice Chair]  Commissioner (At- Large) Scholz 2. APPROVAL OF MINUTES * Moved by _______________ and seconded by _______________ to approve the minutes of the September 8, 2025 regular meeting with the following exceptions: Motion carried. 3. PUBLIC HEARING* a. Rezoning to Town Center – Planned Development (TC-PD) for the construction of an apartment building at 7000 – 56th Avenue North (Application Number 2025-07) Staff presented the following: The following were heard: Page 2 of 2 Planning Commission discussion: Moved by _______________ and seconded by _____________ to recommend ______ to the City Council of the rezoning request. Motion carried. 4. OLD BUSINESS - None 5. NEW BUSINESS – None 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items: Conditional Use Permit Amendment for a child day care at 6122 – 42nd Ave. N. b. Development and construction update c. Update from Council Liaison d. Staff preview of likely agenda items for Monday, January 12, 2026 meeting: 7. OPEN FORUM 8. ADJOURNMENT Moved by _____ and seconded by ______ to adjourn. Motion carried. The meeting adjourned at ______ p.m. Unapproved Planning Commission Minutes – September 8, 2025 CRYSTAL PLANNING COMMISSION MINUTES Monday, September 8, 2025 at 7:00 p.m. Council Chambers, Crystal City Hall 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:01 p.m. with the following members present: X Commissioner (Ward 1) Sears [Vice Chair] X Commissioner (Ward 2) Selton  Commissioner (Ward 4) vacant  Commissioner (Ward 1) Heigel X Commissioner (Ward 3) Sumnicht X Commissioner (Ward 4) Johnson [Chair] X Commissioner (Ward 2) Strand (arrived 7:02) X Commissioner (Ward 3) Buck [Sec. Vice Chair] X Commissioner (At-Large) Scholz Other attendees: Community Development Director John Sutter, City Council Liaison Forest Eidbo, and Garshena Stewart from Early Steps Learning Foundation. 2. APPROVAL OF MINUTES Moved by Selton and seconded by Strand to approve the minutes of the May 12, 2025 regular meeting. Ayes: All. Nays: None. Motion carried. 3. PUBLIC HEARINGS a. Application from Early Steps Learning Foundation to amend an existing Conditional Use Permit for the expansion of the child day care center at 6122 – 42nd Avenue North (Application Number 2025-05) Mr. Sutter presented a summary of the staff report, recommended approval of the CUP amendment, and answered questions from the Commission. Representing the applicant, Early Steps Learning Foundation, Garshena Stewart provided background information and answered questions from the Commission. Chair Johnson opened the public hearing. There being no one from the public to testify, Chair Johnson closed the public hearing. Unapproved Planning Commission Minutes – September 8, 2025 Moved by Scholz and seconded by Buck to recommend approval to the City Council of the CUP amendment with the conditions in the staff report. Ayes: All. Nays: None. Motion carried. 4. OLD BUSINESS - None. 5. NEW BUSINESS - None. 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items. Mr. Sutter described the following City Council actions and answered questions from the Commission: • Rezoning to TC-PD for the construction of an apartment building at 6000 - 56th Ave. N. • Amend the UDC to add requirements for a Neighborhood Commercial district. • Miscellaneous UDC amendments. b. Development and construction update. Mr. Sutter provided updates on the following items and answered questions from the Commission: • Lotus Pointe at 6000 - 56th Ave. N. • Wells Fargo site at 7000 56th Ave. N. • Walgreens site at 6800 56th Ave. N. • Town Center Vision Plan process and zoning moratorium c. Update from Council Liaison: Council Liaison Eidbo discussed the Town Center Vision Plan and the process for the 2026 budget and tax levy. d. Staff preview of likely agenda items. Mr. Sutter said that no applications are currently anticipated for the October or November meetings. A CUP application to construct a cell phone tower on city property at 3200 Vera Cruz Ave. N. is anticipated for the December meeting. 7. OPEN FORUM - No one appeared. 8. ADJOURNMENT Moved by Selton and seconded by Sears to adjourn. Ayes: All. Nays: None Motion carried. The meeting adjourned at 7:50 p.m. 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 9 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Planning Commission (for December 8 Meeting) DATE: December 3, 2025 RE: PUBLIC HEARING – Rezoning to Town Center - Planned Development for a proposed apartment building at 7000 – 56th Avenue North (Application Number 2025-07) A. INTRODUCTION Yellow Tree corporation is proposing to purchase the property at 7000 – 56th Avenue N., demolish the existing Wells Fargo bank building, and then construct a new 5-story, 174-unit market-rate apartment building on the property. The property is currently zoned Commercial (C), but the applicant is proposing to rezone the property to Town Center – Planned Development (TC-PD). Apartment buildings are a permitted use in that zoning district. Notice of the December 8 public hearing was published in the Sun Post on November 27, mailed to owners, renters, and commercial tenants within 500 feet (attachment A) and posted to all neighborhoods on Nextdoor. Signs were also posted on the property and a hearing notice was sent to the City of New Hope since the property is adjacent to the New Hope/Crystal boundary line. Staff Report Attachments: A. Site location and public hearing notice mailing map B. Current zoning map C. 2040 Comprehensive Plan planned land use map D. Current property photos E. Applicant’s project narrative F. Shadow effects study G. Powerpoint H. Site plan (44 sheets) PLANNING COMMISSION STAFF REPORT Proposed Apartment Building 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 9 2025 Aerial Photo: B. BACKGROUND Neighborhood open house The applicant held a neighborhood open house on October 28, 2025, which was attended by three neighborhood residents, a City Council member, a Planning Commission member, and the city planner. The purpose of the open house was to provide information on the proposed project to property owners near the facility. Attendees asked questions about the timing of the construction. Existing Use The 2.2-acre (95,093 sq. ft) property contains an existing bank building with a drive-through facility, constructed in 1963, and a surface parking lot. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North. Commercial businesses zoned Commercial (C). • East. Commercial businesses zoned C. • West. Commercial businesses in New Hope • South. Across 56th Ave. N, businesses zoned C. 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 9 Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the property is designated as mixed use on the planned land use map (attachment C), which is described as a vertical or side-by-side mixture of multiple family residential, institutional, commercial and industrial uses. The proposed density for this apartment building is 67 units per gross acre based on a gross acreage of approximately 113,256 sq. ft (2.6 acres). This density is slightly greater than the maximum allowed density of 64 units per gross acre for the TC-PD district, but the UDC allows for a ten percent density increase if one of the following statements are true: ➢ The development will provide an extraordinary benefit to the community, or ➢ The property has extraordinary characteristics that make development difficult. Staff response: The density increase is warranted for this property since the development will provide much needed new market-rate multiple-family housing, which the city has not seen since the 1980s. In addition the non-rectangular shape of the property makes development more challenging than if the property was a standard shape. C. PROPOSED APARTMENT BUILDING The applicant is proposing to construct a five-story, 174-unit apartment building on the property. The building will contain a mixture of larger studios (“alcove units”) to 3-bedroom units, with parking provided in an enclosed garage and the rest in a surface parking lot east of the building. A fitness room, lobby, package room and bike storage will be located on level 1-B. The building will continue to be addressed as 7000 – 56th Ave. N. A mobile office will be installed on the property during construction of the building and removed once the certificate of occupancy is issued. The property consists of two separately platted lots. The applicant has submitted a lot consolidation application that will combine the two lots into one parcel. According to the Unified Development Code (UDC), a lot consolidation application is considered by the City Council without the need for a public hearing. Site Plan Elements The following are the notable site plan elements for the proposed building: • Building setbacks and frontages. Except for the corner side setback (see section D, below), the proposed building meets setback requirements in the proposed TC-PD district: ▪ Front (south) property line: Ranges from 5’ – 24’ (the maximum requirement is 10’) – See section D. ▪ Side (west) property line: 12’ (maximum requirement is 0’). ▪ Side (east) property line: 71’ (minimum requirement is 0’) 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 9 ▪ Rear (north) property line: 10’ (minimum requirement is 5’) As allowed in the TC-PD district, the applicant is also requesting flexibility to two site development standards in the TC-PD district (see section D): 1. Building street frontage. The UDC requires that the primary and secondary building frontages to occupy a minimum percentage of that street frontages. 2. Balconies. The UDC requires that balconies facing the primary façade (56th Avenue N.) be recessed or flush in that building face. 3. Secondary entryway. The UDC requires a functional secondary entryway feature on the primary façade if the building is greater than 60 feet in length. 4. Façade glazing. The UDC requires a minimum percentage of glazing on the façades facing public streets. • Building height. The apartment building will be approximately 57’ (five stories) in height, with an elevator tower at a height of 65’. Due to its proximity to the Crystal Airport, the applicant has notified the Federal Aviation Administration (FAA) of the proposed building construction. The building itself meets airport height requirements, but the FAA will require approval of the construction crane that will be needed. Staff recommends a condition of rezoning approval that the FAA give final approval prior to building permit issuance. The applicant has completed a shadow study (attachment F) that provides a visual graphic showing the shadow of the proposed building upon the residential homes within 195 feet of the property. The study shows the shadow effect on two different dates – June 21 and December 21. June 21. The study measures impacts at 9 and 10:30 AM, Noon, and 1:30 and 3 PM. ➢ There are no impacts to the residential neighborhoods to the west at any of these times. December 21. The study measures impacts at 9 and 10:30 AM, and Noon, 1:30 and 3 PM. ➢ By 9:40 AM, the shadows are removed from the residential properties to the west. As spring arrives, the shadows are reduced so that they essentially stay within the limits of the property. • Parking. The applicant is providing 257 spaces, which does not meet the city’s minimum number of 348 spaces in order to provide two spaces per apartment unit. The underground garage will have 183 spaces and the surface parking lot will have 74. The parking space and drive aisle dimensions meet UDC requirements. The applicant is 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 9 requesting flexibility, as allowed with TC-PD rezoning, to reduce the number of required spaces from 348 to 257 spaces (see section D). West Metro Fire Rescue District (WMFRD) has requested that if any charging stations for electric vehicles are located in the garage, that they be located near an exit so as to more easily remove any burning vehicles. The charging stations may also be located in the surface parking lot. Staff recommends a condition of zoning approval that the applicant submit an updated site plan showing the location of any proposed charging stations. • Stormwater management and erosion control measures. As part of their stormwater management plan, the applicant has provided for storage under the proposed surface parking lot in the northeast area of the property. Review and approval by the Shingle Creek Watershed Management Commission is required. The percentage of impervious surface on the property will increase from 83% to 85% (the maximum coverage is 90% for the TC-PD district). During building construction the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrances. • Utilities. The proposed building will connect with existing water and sanitary sewer mains. The only existing overhead utilities are along the east property line, but this line is located on the properties to the east. New drainage and utility easements are dedicated with the lot consolidation plat (the City Council will hold a public hearing to vacate existing easements on the property). New private utility services to the proposed building, such as Xcel Energy, Lumen (formerly Century Link) and Comcast, will be buried underground. The proposed apartment building will not be located in a drainage or utility easement. • Access and circulation. The city’s Public Works department has reviewed the traffic circulation plan for standard sized vehicles and found it adequate to meet vehicle movement into and within the site. West Metro Fire Rescue District (WMFRD) has also reviewed the circulation plan and found it adequate for fire trucks. • Building elevations. The proposed major exterior building material is metal panel siding, with brick masonry and fiber cement panels as accent materials. These materials meet the city’s requirements. A rendering of the proposed building is attachment H. • Landscaping. There are currently eight trees on the property that will be removed for the construction of the building and parking lot. The landscape plan calls for the planting of 28 new trees. These new trees are: “maidenhair”, “swamp white oak”, “skyline honeylocust”, “London Plane tree”, “tupelo tree” and “quaking aspen”. The applicant proposes planting seven varieties of shrubs, including those that will screen the proposed building foundation and the surface parking lot from view. Some vegetation is proposed to be planted in proposed drainage and utility easements. Staff recommends as a condition of approval that prior to building permit issuance, the applicant provide 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 9 documentation that drainage to and from neighboring properties will not be negatively impacted by these plantings. • Screening. Waste receptacles will be located within the building and rolled out for pick- up by the refuse hauler. The applicant has stated that rooftop mechanical units will be located at a sufficient distance from the roof edge and will not need to be screened. A transformer in the north area of the property will be screened by landscaping. • Exterior Lighting. On the private property, there are seven existing light poles, but these will all be removed. The lighting plan shows six new replacement light poles. There will also be 17 exterior wall lighting fixtures on the proposed building. This lighting meets city requirements. • Pedestrian connections. There are existing 5-foot wide sidewalks along both 56th and 57th Avenues N. The applicant will replace these sidewalks with 6-foot wide sidewalks. • Signs. The applicant is proposing a 6’ tall monument sign facing 56th Avenue N, which meets UDC requirements. The applicant must receive sign permit approval before installing any signage. D. REZONING TO TOWN CENTER PLANNED DEVELOPMENT (TC - PD) The applicant is requesting that the property be rezoned to Planned Development – Town Center (TC - PD), which has requirements for site design elements such as building placement and façade treatments, but the TC-PD district allows for flexibility in these zoning requirements. Attachment E details the applicant’s rationale for requesting flexibility with the following requirements. a. Front setback. As noted earlier, the maximum front setback is 10’, and the applicant is requesting to construct the building at a setback that ranges from 5’ on the west side to 24’ on the east side. The applicant’s rationale is that there is a drainage and utility easement along 56th Ave. N. that pushes the building north. Staff is supportive of this request. b. Primary building street frontage. The UDC requires at least 75% of the primary building street frontage along 56th Avenue N. to be occupied by the apartment building, but this may be reduced to 60% if the applicant can demonstrate that the purpose of the town center district is achieved. For this property the minimum building street frontage is 169’, but the applicant is requesting that this be reduced to 144’ (64% of lot frontage). Since the proposed building will provide for a walkable environment, staff is supportive of this request. c. Secondary building street frontage. The UDC requires at least 50% of the secondary building street frontage along 57th Avenue N. to be occupied by the apartment building. For this property the minimum building street frontage is 115’, but applicant is requesting 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 9 that this be reduced to 108’ (47% of lot frontage). Since the proposed building will provide for a walkable environment by being only 10’ from the property line, staff is supportive of this request. d. Glazing. The minimum glazing requirement for building elevations facing street frontages along 56th and 57th Avenues N is 30%. The applicant is proposing that 24% of the 56th Ave. façade and 20% of the 57th Ave. façade will consist of glazing. The applicant’s rationale is that the 56th Ave elevation provides for storefront windows to meet the intent of the UDC, but it is difficult to provide enough glazing to meet the 30% requirement. On the 57th Ave. elevation, the façade is occupied by the parking ramp. Staff is supportive of this request. e. Balconies. On the primary façade facing 56th, balconies shall either be flush or recessed. The applicant is proposing balconies which are not flush or recessed, but they will be stepped back from the main portion of the façade. The intent of this requirement is to not have balconies that encroach into the public realm. Due to the stepping back of the balconies, staff is supportive of this request. f. Functional secondary entryway. On the primary façade, a secondary functional entryway is to be provided for those buildings that are 60’ in width or greater. Due to security concerns, the applicant is not proposing a secondary entrance on that façade. Since parking and deliveries are not allowed on 56th Ave., limiting pedestrian interaction on this side of the building, staff is supportive of this request. g. Number of parking spaces. The UDC requires two spaces per dwelling unit, one of which must be enclosed in a garage. The minimum number of parking spaces for this building is 348 spaces, half of which must be enclosed. The site plan provides for 257 parking spaces – 183 enclosed in the building and 74 spaces in a surface parking lot. The city’s parking regulations allow a reduction in the number of enclosed spaces if the applicant provides information about why it is not feasible to construct the required number of spaces. The applicant states that the building will have 214 bedrooms in its 174 units, creating a ratio of 1.2 parking spaces for each bedroom. Some inner suburbs in the Twin Cities base their parking requirements for apartment buildings on the number of bedrooms not the number of apartment units. As a comparison, the five cities below would require the following number of parking spaces for the proposed Yellow Tree apartment building in Crystal: • Roseville: 218 spaces • Fridley: 229 spaces • West St. Paul: 265 spaces • Bloomington: 291 spaces • Brooklyn Center: Minimum determined by zoning administrator Based on this comparison to other similar cities, staff is supportive of this request. 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 8 OF 9 E. REQUESTED ACTION The Planning Commission is being asked to make a recommendation to the City Council to either deny or approve the rezoning to Town Center - Planned Development (TC - PD) for the construction of an apartment building at 7000 – 56th Ave. N. This recommendation should include findings of fact either for or against the proposal. The Commission may reference the findings for approval in sections B, C, and D, above. Staff recommends approval of the rezoning to TC-PD with the following conditions of approval: 1. Site Plan. The development shall be constructed according to the site plan in attachment H. Prior to issuance of the building permit, the applicant shall: a. Provide documentation that the lot consolidation plat and the resolution for the easement vacation have been recorded at Hennepin County. b. Receive approval from the Shingle Creek Watershed Commission of the stormwater management plan. c. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the surface parking lot, underground stormwater chamber, and landscaping plan. d. Provide a maintenance agreement for city approval for the stormwater infiltration facility which will be recorded against the property. e. Provide an updated site plan showing the location of electric vehicle charging stations for approval by the city and WMFRD. f. Provide an updated grading plan to demonstrate to the city’s satisfaction that vegetation in the drainage and utility easements will not negatively impact drainage to and from neighboring properties. g. Provide an approval letter from the Federal Aviation Administration to the city. 2. Certificate of Occupancy. Prior to the issuance of the certificate of occupancy for the building, the applicant shall: a. Provide as-built utility and grading plans to the city. b. Remove the mobile construction office from the property. 3. Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 4. Special provisions related to Town Center - Planned Development rezoning. At this time, the rezoning to TC-PD implements the following special provisions in place of the standard town center requirements. Upon submittal of additional information as described in section D, additional flexibility to the city’s zoning requirements may be approved. a. The front building setback along 56th Ave. N. is varied from 5’ on the west to 24’ on the east. 7000 – 56th AVENUE NORTH – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 9 OF 9 b. The primary building street frontage requirement is reduced from 75% to 64% along 56th Avenue N. c. The secondary building street frontage requirement is reduced from 50% to 47% along 57th Avenue N d. Glazing on the south building elevation is reduced from 30% to 24% of the façade and from 30% to 20% on the north building elevation. e. Balconies on the primary façade are allowed to be stepped back rather than flush or recessed. f. A functional secondary entryway is not required on the primary façade. g. The number of parking spaces is reduced from the required 348 spaces to 257 spaces. City Council action of the first reading of the ordinance rezoning the property to TC-PD is anticipated on December 16, 2025. If the Council approves first reading, then second reading of the rezoning ordinance would be considered at the January 6th Council meeting in which the lot consolidation and easement vacation requests will also be considered. Site Location and Public Hearing Notice Mailing Map 7000 – 56th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A Zoning Map 7000 – 56th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 2040 Comprehensive Plan Map 7000 – 56th Avenue N. 4141 Douglas Dr. N. Crystal MN 55422 Attachment C Facing 56th Ave. N Facing East Attachment D Parking lot on East Side Drive-through on north side November 25, 2025 (Revised per Planner comments) 77000 56th Street – Rezoning to PD Project Narrative/Site Plan Narrative The proposed rezoning is for 7000 56th Avenue North, Crystal, MN 55428 The subject property is currently zoned C (Commercial) and proposing to rezone to TC-PD (Town Center Planned Development). There is an existing vacant 2-story bank formerly occupied by Wells Fargo with a large amount of underutilized surface parking. The proposed use for the property is multi-family which is currently not permitted in the Commercial district designation. The project site consists of 2 parcels that will be joined in a lot consolidation application for a site area that is 2.18 acres (per ALTA Survey) and meets the requirement of 2 acres in City code section 515.13, subd. 3. This project also includes an easement vacation to remove the 10’ utility easement along 56th Avenue and replace it with a smaller 5’ easement. The property line along 56th Avenue, which currently jogs will also be straightened out and replated resulting in a slightly smaller site area. For purposes of this application all site areas numbers are reflective of the 995,093 SF or 2.18 aces listed on the ALTA Survey provided. The development meets most of the Site Development Standards of the TC-PD overlay listed in City code section 515.13, Subd.4, which also references to the TC District City code section 515.05, Subd.5. All known deviations to Site Development Standards are listed and provided in this narrative. Those deviations include; Parking, Front Setback, Street frontage and the use of non-recessed balconies on the primary building facade. The items outlined below directly correspond to the items requested on the Rezoning Checklist. (a)Existing Zoning District: C (commercial) (b)Existing use: 2-story bank, surface parking (c)Permitted Principal Use: Multi-family is permitted as the code states all uses permitted in the TC district per Table 3 are also allowed in the TC-PD district. (d)Lot Area: 2.18 acres (95,093 sf) (e)Building Design: TC-PD (building placement, building street frontage, building height, building facades, building entries) a.Building Placement (Deviation Request) – The ground floor of the building is placed at a slight angle to the street to create a defined street wall while providing greater visibility for site safety in regards to the vehicular entry to the site off of 56th Avenue. The ground floor street wall is intended to be within the maximum front setback of 10’, however a utility easement and a jog in the property line along 56th Avenue force the building to be pushed back and a deviation is being requested. Through discussions with City Staff the Applicant has submitted an application for a vacation of this easement, and to be replaced by a smaller 5’ easement with the jog removed in the property line. The project team has placed the front façade as close to the ROW as possible to meet the intent of the zoning code. Near the west side of the front property line the building is located 5.1’ off the property line as close to the new easement as possible. The east side of the front property line the building is 23.6’ off the property line to allow fluid pedestrian movement, safety and enhanced landscaping. b.Street Frontage Primary/South (Deviation Request) - The southern street frontage is projected to be 64%, which is less than the 70% required. However, City Code does have a consideration to Attachment E 2 reduce the required amount to 60% (515.05 Subd 5 (d)(1)(ii)(a)) based on unique characteristics of the site. This consideration would bring the application into compliance, therefore a deviation is being requested. The proposed project allows parking access from 56th Street on the east side of the building, which is a necessary for site access, site organization and heightened pedestrian safety. The building is placed as far west as possible with an adequate setback, which allows a buffer zone for future development on the property adjacent to the west. Distance from the west property line are also necessary to meet fire separation distances required by MN building code and allow for a desired amount of windows on this side as well. SStreet Frontage Secondary/North (Deviation Request) – The northern/secondary façade is 47% which is less than the 50% required. A deviation is being requested because the NE portion of the site is too small for a structure to be placed bringing the secondary street frontage out of compliance. This NE portion of the site is being utilized for surface parking to help meet the parking demand of the density proposed. c. Building Height – The proposed development is at the maximum 60’ height permitted by Zoning code. Corresponding floor heights also fall into compliance with a ground floor height of 16’, typical floor height of 10’-8” and top floor of 12’, which is the maximum floor height permitted by the zoning code. d. Façade Glazing (Deviation Requested) – For the north and south facades facing ROW’s, a deviation is requested to allow less than 30% glazing per City Code 515.05 Subd 5(e)(3)(iii). Glazing on both of these facades are maximized to a reasonable amounts of fenestration for each façade and the primary façade incorporates storefronts on multiple levels to maintain the intent of the code. The secondary façade includes an exterior wall housing the parking ramp which makes it difficult to come into compliance. Locating the parking ramp indoors in this location is critical to site circulation and safety. e. Building Facades (Deviation Requested) – The street facades of the building are being articulated with material changes, stepbacks and balconies, both recessed and non-recessed. The non- recessed balconies are not permitted by zoning code and a deviation is being requested to allow non-recessed balconies on the primary façade. The use of non-recessed balconies is being requested to allow for more articulation on 56th Avenue. These balconies also occur above the ground floor stepback and do not present any hazard or detrimental harm to pedestrians along 56th Avenue. f. Building Entries – The primary building entrance is being provided in a building recess as required by zoning code, but the door is perpendicular to the street. This is situated in this direction due to internal vehicular circulation onsite which eliminates any potential of drop-offs or pick-ups occurring on 56th Avenue for more fluid vehicular movement around the proposed project. g. Building Entries Secondary (Deviation Requested) – Per City Code Section 515.05 Subd 5(e)(3)(v) a secondary building entry is required for primary building facades over 60’ in width. For security and functionality it is requested to only have one entry on the primary façade. Enhanced landscaping will also be provided along the primary façade in response to city staff comment requesting shrubs be planted for the full length of the building foundation on the north and south sides. h. Parking (Deviation Request) – The proposed project provides 257 parking stalls (1.47stalls/unit), 74 surface stalls and 183 enclosed and below ground. The Zoning code calls for a minimum of 2.0 stalls/unit which amounts to 348 stalls for the density of the proposed project. A deviation is being requested for a reduced amount of required parking. There is a bedroom count of 211 beds, so the project is providing 1.21 stalls per bedroom and is fully intended on meeting the demand of the building and is above what has been functionally needed in similar projects in similar cities and neighborhoods. i. Minimum Green Space – 10% minimum green space is required per 520.03 Subd.2 Table 7. The proposed project is providing 13.5% green space as shown on Civil& Landscape documents. The 3 project team is also going above and beyond to provide a large central green space amenity which does not calculate into the green space because it is above the underground parking. (f) DDensities: The project is proposing 174 units (79.8 units/acre) at the density limit of 174 allowed (80 units/acre) per 520.03 Subd.2 Table 7 (TC District). 2.18 acres X 80 units/acre = 174.4 unit maximum. (g) Deviations: All known deviations from zoning code are noted and listed above in responses in section (e). Those deviations include; Parking, Front Setback, Street frontage and the use of non-recessed balconies on the primary building facade. (h) Adjacent Residential Uses: The nearest residential use is approximately 100’ away from the NW property line. This is single family housing located on Maryland Avenue N. There is a surface parking lot and office building between the subject property and single-family house. The proposed project does not present any hazard or detrimental harm to this residential property or other nearby residential properties. A shadow study has also been provided as part of this development application. (i) Pedestrians and Motorists - The site layout provides vehicular access from both 56th and 57th Avenues for through-block connectivity which will both reduce congestion and provide clear site organization for safe movement for both pedestrians and vehicles. Elements in the site plan that contribute to safety are clear unobstructed site lines at driveways, onsite loading zones and a recessed entry intended to eliminate any drop-offs/pick-ups on 56th or 57th Streets. These efforts in site design have also been made to improve the quality of the public realm encourage multimodal transportation in the vicinity. (j) Use-Specific Standards: Per code section 515.19 Subd 4 (g)(2) considerations have been made for parking ramps or structures in the TC-PD district. The enclosed parking of the project is fully underground and not visible above grade. The enclosed parking entry is located on the interior of the site and not visible from the primary façade. In Summary the proposed project at 7000 56th Avenue N. has been intentionally designed to meet the expectations of City Code, City Staff and the needs of the potential tenants. The project team has gone above and beyond to provide amenities and attributes like the large central green space/courtyard, enhanced landscaping in strategic locations, building design with a dynamic presence and clear site organization that improves the current conditions. Rezoning this property will allow the project team to deliver a high-quality multi-family development for more people to make the City of Crystal their home. &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567$0Attachment F &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(567$0 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(56730 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(56730 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9'(&(0%(56730 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67$0 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<$0&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(67$0 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(6730 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(6730 &RS\ULJKW'-5$UFKLWHFWXUH,QF$6+$'2:678'<30&5<67$/01&5<67$/+286,1*6,7(3/$1$33/,&$7,2168%0,66,215(9-81(6730 Planning Commission Meeting December 8, 2025 Public Hearing: Rezoning to Town Center -Planned Development 7000 – 56th Avenue North Application Number: 2025-07 Attachment G Site Location/Hearing Notice mailing area The hearing notice was published in the Sun Post, on the city website, posted on the property and to all neighborhoods on Nextdoor 2025 Aerial Photo ➢Yellow Tree Corporation is proposing to purchase the property at 7000 – 56th Avenue N. ➢Existing Wells Fargo bank building will be demolished. ➢Applicant is proposing to build a new five-story, 174-unit apartment building ➢Building will contain a mixture of studios and 1, 2, and 3 bedroom units. ➢Fitness room and bike storage on the first floor. ➢Parking within the building and in a surface lot. ➢Yellow Tree is requesting to rezone the property to Town Center -Planned Development (TC-PD) ➢Yellow Tree is also requesting that the City Council approve a lot consolidation and vacate existing easements that will be replaced by new easements on the plat. Introduction Planned land use designation. The property is designated as mixed use in the Comprehensive Plan ➢Mixed use is described as a vertical or side-by-side mixture of multiple family residential, institutional, commercial and industrial uses Density. The proposed density is 67 units per gross acre based on a gross acreage of approximately 113,256 sq. ft. (2.6 acres) ➢Density is slightly greater than the maximum allowed density of 64 units for the TC-PD district, but UDC allows density to be increased for developments that provide an extraordinary benefit or have characteristics that make development difficult. ➢Increased density is warranted since this development provides market-rate housing in Crystal on an unusually shaped lot. 2040 Comprehensive Plan Site Plan Building setbacks: ➢Except for front setback (along 56th Ave. N.), building meets required setbacks ➢Applicant is requesting flexibility to increase the maximum setback along 56th from 10’ to 24’ (discussed later) Parking: ➢Building will provide for 257 parking spaces (UDC requires 348), with 183 spaces in the building and 74 in a surface parking lot. ➢Applicant is requesting flexibility to reduce number of required enclosed spaces from 348 to 257 (discussed later) Stormwater management: ➢Stormwater will be managed by a storage chamber under the proposed surface parking lot. ➢Impervious surface will increase from 83% to 85% (meets maximum of 90% in TC-PD). ➢Erosion control measures will be in place during construction. Notable Site Elements Utilities: ➢Building will connect with existing water and sanitary sewer mains. Landscape plan: ➢Property currently has 8 trees that will be removed for construction. ➢28 new trees are to be planted, including honeylocust, swamp white oak and maidenhair. ➢Six varieties of shrubs will be planted including those screening the building foundation and surface parking lot. Exterior lighting ➢ Six new light poles and 17 wall fixtures will be installed. ➢ Lighting meets city requirements. Notable Site Elements (continued) TC-PD allows for zoning flexibility, and Yellow Tree has asked to alter seven requirements: Front setback: ▪Increase maximum setback along 56th from 10’ to 24’. ▪Rationale is that there is a drainage and utility easement in front of the building. Primary building street frontage: ▪At least 75% of primary building frontage along 56th must be occupied by building, but this can be reduced to 60% if the intent of the TC-PD is still achieved. ▪The building will occupy 64% of the lot frontage, but the building’s close location to 56th Ave. is in line with the walkable environment described in the town center regulations. TC-PD zoning flexibility Secondary building street frontage: ▪At least 50% of primary building frontage along 57th must be occupied by the building. ▪The building will occupy 47% of the lot frontage, but the building’s close location to 57th Ave. is in line with the walkable environment described in the town center regulations. Glazing: ▪UDC requires all building elevations facing streets to have at least 30% minimum glazing. ▪South elevation will have 24% glazing, while the north elevation will have 20%. ▪South elevation provides for storefront windows, but it is difficult to meet the 30% req, while a portion of the north elevation is occupied by parking ramp. TC-PD zoning flexibility (continued) Balconies: ▪UDC requires balconies on the primary façade to be flush or recessed. ▪The balconies on that elevation will be stepped back from the main portion of the façade, achieving the UDC’s intent of not encroaching into the public realm. Secondary entryway: ▪UDC requires a secondary entryway on the primary façade if the building is greater than 60’ in width. ▪Since parking and deliveries are not allowed on 56th, pedestrian interaction is limited on this side of the building. Number of parking spaces: ▪Reduce required number of spaces from 348 to 257. ▪The reduction is reasonable since 1.2 parking spaces will be provided for each of the 214 bedrooms in the building. TC-PD zoning flexibility (continued) Proposed major exterior building material is metal panel siding with brick masonry and fiber cement panels as accent materials. Building Elevations South elevation (facing 56th Ave. N.) Building Elevations (continued) North elevation (facing 57th Ave. N.) Building Elevations (continued) East elevation West elevation ❑Hold the public hearing to receive comments ❑Consider recommending approval of proposed rezoning application Staff Recommendation Planning Commission Action Requested Approve the rezoning to TC-PD at 7000 – 56th Avenue N. with the conditions in the staff report. HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.0011.25.20257000 56th Ave. N,Crystal, MinnesotaA000COVER SHEETThe proposed project is a 5-story multi-family housing development with approximately 174 units ranging in size from alcove to 3 bedrooms and 257 parking spaces with both underground and surface parking provided. The project site is located on Bass Lake Road which is currently zoned Commercial and proposed to rezone to TC-PD.The development aims to provide a high quality environment through an effi cient site layout, abundance of space dedicated to amenities and green space, quality materials and design cues aimed at improving the public realm. Multiple step-backs, active uses on Bass Lake Road, large courtyards and through-block connections are some of the strategies in use to make this development a great addition to the Broadway neighborhood and City of Crystal.Although rezoning to TC-PD, minimal departures from the zoning code are forseen. These include parking, street frontage and front setback departures.TOTAL SITE AREA(PER ATLA SURVEY)2.18 ACRES OR 95,093 SFCURRENT ZONING:PROPOSED ZONING:C (COMMERCIAL)TC-PD (TOWN CENTER-PLANNED DEVELOPMENT)PARCLE ID511821420032SF95, 093ACRES2.18ADDRESS7000 BASS LAKE RD.YELLOW TREE1834 EAST 38TH STREETMINNEAPOLIS, MN 55407A000G001G002G003G004G005G006G007V1.0V2.0-----C0.0C0.1C1.0C2.0C2.1C3.0C4.0C5.0C5.1C5.2C5.3L1.0L1.1SW1.0SW1.1SW1.2SW1.3SW1.4SW1.5EX1.0-----A0.1A0.2A1.1A1.2A2.1A2.2A3.1A3.2A5.1A5.2A6.0A6.1A6.2A7.0A8.0A8.1A8.2A8.3A8.4A8.5A8.6A8.7A8.8A8.9COVER SHEETSITE ANALYSIS - SITE AERIALSSITE ANALYSIS - ZONING & ADJACENT USESSITE ANALYSIS - SURROUNDING BUILDINGS SITE ANALYSIS - EXISTING CONDITIONSSITE ANALYSIS - STREET PANORAMACIRCULATION DIAGRAMBUILDING DATAATLA SURVEYPRELIMINARY PLATFINAL PLATTITLE SHEETPROJECT NOTESREMOVALS PLANSITE PLANTURNING MOVEMENTGRADING PLANUTILITY PLANCIVIL DETAILSCIVIL DETAILSCIVIL DETAILSCIVIL DETAILSLANDSCAPE PLANLANDSCAPE PLAN NOTES & DETAILSSWPPP - EXISTING CONDITIONSSWPPP - PROPOSED CONDITIONSSWPPP - DETAILSSWPPP - NARRATIVESWPPP - ATTACHMENTSSWPPP - ATTACHMENTSHYDRANT COVERAGE EXHIBITPHOTOMETRICS PLANFLOOR PLAN - LEVEL P1 - AFLOOR PLAN - LEVEL P1 - BFLOOR PLAN - LEVEL 1 - AFLOOR PLAN - LEVEL 1 - BFLOOR PLAN - LEVEL 2 - AFLOOR PLAN - LEVEL 2 - BFLOOR PLAN - LEVELS 3-4 - AFLOOR PLAN - LEVELS 3-4 - AFLOOR PLAN - LEVEL 5 - AFLOOR PLAN - LEVEL 5 - BELEVATIONS - NORTH & EASTELEVATONS - SOUTH & WESTELEVATIONS - COURTYARD NORTH & SOUTHSECTIONS - NORTH/SOUTH & EAST/WESTSHADOW STUDY - 12-21-9AMSHADOW STUDY - 12-21-10:30AMSHADOW STUDY - 12-21-12PMSHADOW STUDY - 12-21-1:30PMSHADOW STUDY - 12-21-3PMSHADOW STUDY - 06-21-9AMSHADOW STUDY - 06-21-10:30AMSHADOW STUDY - 06-21-12PMSHADOW STUDY - 06-21-1:30PMSHADOW STUDY - 06-21-3PMDJR ARCHITECTURE333 WASHINGTON AVENUE N.UNION PLAZA, SUITE 210MINNEAPOLIS, MN 55401CIVIL SITE GROUP5000 GLENWOOD AVE,GOLDEN VALLEY, MN 55422ALLOWABLE PROPOSEDNA172,476SF(ABOVE GRADE)PARKING REQUIREDPARKING PROVIDEDPARKING REQUIRED348 STALLS257 STALLS244 STANDARD3 COMPACT10 ADAPARKING PROPOSED40 LONG TERM8 SHORT TERMLEVEL P1LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5TOTALGSF66,726 SF34,262 SF34,756 SF34,756 SF34,756 SF33,946 SF239,202 SFABOVE GRADE AREA0 SF34,262 SF34,756 SF34,756 SF34,756 SF34,756 SF172,476 SFLEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5TOTALAREA23,927 SF28,939 SF31,093 SF31,093 SF30,283 SF145,335 SFUNITS29 UNITS35 UNITS37 UNITS37 UNITS36 UNITS174 UNITSTABLE OF CONTENTSPROJECT DESCRIPTION AND BACKGROUNDPROJECT TEAMPROJECT DATA SUMMARYSITE AREAZONINGOWNERSHIPSHEETNO.SHEETNO.DESCRIPTIONDESCRIPTIONARCHITECTCIVIL/LANDSCAPE/SURVEYFARVEHICULAR PARKINGBICYCLE PARKINGBUILDING AREAUNIT LEVELS/RENTABLE AREAAttachment H HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.0011.25.20257000 56th Ave. N,Crystal, MinnesotaG001SITE AERIALSSITE ANALYSISSITE ANALYSIS - EXISTINGAERIAL PHOTO LOOKING NORTHWESTAERIAL PHOTO LOOKING SOUTHWESTAERIAL PHOTO LOOKING NORTHEASTAERIAL PHOTO LOOKING SOUTHEAST HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaG002ZONING & ADJACENT USESSITE ANALYSISSITE ANALYSIS - ZONING AND USESCURRENT ZONING: C (COMMERCIAL)PROPOSED ZONING: TC-PD (TOWN CENTER PLANNED DEVELOPMENT)TRANSIT MAPPRIMARY ZONING MAPOVERLAY ZONING MAPSITE(R3) HIGH-DENSITY RESIDENTIAL(C) COMMERCIALBUS STATION(R1) LOW-DENSITY RESIDENTIAL(TC) TOWN CENTER(NC) NEIGHBORHOOD COMMERCIALKEYTC-PDTCSITESITESITE HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaSITE ANALYSISSURROUNDING BUILDINGSG003SITE ANALYSIS - SURROUNDING BUILDINGSThe proposed project site is located in the Broadway neighborhood, neighboring the Becker neighborhood to the immediate south and the City of New Hope the immediate west.BROADWAY NEIGHBORHOOD8. 7100 Bass Lake Rd4. 6924 Bass Lake Rd6. 7001 Bass Lake Rd3. 6918 Bass Lake Rd2. 5701 W Broadway9. 7112 Bass Lake Rd1. 7000 57th Ave NOVERLAY ZONING MAP10. 5701 Kentucky Ave N7. 7117 Bass Lake Rd5. 351 Willow BendSITE11089457632 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaSITE ANALYSISEXISTING CONDITIONSG004SITE ANALYSIS - EXISTING CONDITIONSProposed site consists of a 2-level, former Wells Fargo Bank building. This site is currently ~90% impervious surface.CURRENT SITE CONDITIONS2. BASS LAKE ROAD FACING NORTHWEST TOWARD SITE1. BASS LAKE ROAD FACING NORTHWEST TOWARD SITE3. NORTH OF SITE FACING SOUTHKEY MAP213 HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaSITE ANALYSISSTREET PANORAMAG005SITE ANALYSIS - STREET PANORAMABASS LAKE ROAD (FACING NORTH)57TH AVE N (FACING SOUTH)7100 BASS LAKE RD.6918 BASS LAKE RD.JERSEY AVE NJERSEY AVE N6924 BASS LAKE RD.PROJECT SITE7000 BASS LAKE RD/56TH AVE NPROJECT SITE7000 BASS LAKE RD/56TH AVE N7112 BASS LAKE RD. HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaCIRCULATIONDIAGRAMG006CIRCULATION DIAGRAM HOUSINGCRYSTALSITE PLANAPPLICATIONSUBMISSION REV 1©2025 DJR25-072.00 11.25.20257000 56th Ave. N,Crystal, MinnesotaG007BUILDING DATABUILDING DATA./0*$’#-&12++342 !( ! " # !! $% !& ’( ) $() * * + , , , + , , , + , , , + , , , + , , , !" , # * *+*,*+ *./0*$’#-&12++ ’)*"$+,$# $# $# ) $-!+ + + + + + ’%./0*$’#-&12++! ! "#$ %# #+ + + *+ & + ./0*$’#-&12++ ’)*"$+,75 $ 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch IronPipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542389.50N00°20'12"E S89°37'48"E 319.70S00°20'12"W 85.14N89°37'48"W 93.95S00°20'12"W 296.71N89°46'29"W 110.00N89°42'46"W 115.75S00°20'12"W7.206211199111010541010The NE Corner of the SE 1/4 of theSE 1/4 of Sec. 5, Twp. 118, Rng. 21The E Line of the SE 1/4 ofSec. 5, Twp. 118, Rng. 212600.00The W Line of the E 110 Feet of Lot 1,Block 1, Crystal State Bank AdditionEXCEPTION[9] Utility EasementPer Doc. No. 8953735TrashEnclosureBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminous Parking LotBituminousParking LotBituminous DriveBituminous Parking Lot AccessAccessAccessAccessConcrete SidewalkConcrete SidewalkConcreteConcrete Concrete WalkwayConcrete WalkwayConcrete WalkwayConcrete Stepsw/ RailingConcrete Stepsw/ RailingBike RackMetal StepsConcrete StepConcrete StepConcrete StepConcreteConcrete SidewalkConcrete WalkwayConcrete SidewalkConcreteConcrete WalkwayConcrete WalkwayOverhangOverhangOverhangOverhangColumnColumnColumnColumnColumnBrick ColumnsBillboard SignBituminous Parking LotBituminous Parking LotWing WallBrick WallIron FenceBituminousParking LotTrash EnclosureIron FenceChain Link Fence[A] Chain Link FenceCrosses Property LineLandscaping RockLandscapingRockWood ChipsWood ChipsLandscaping RockLandscaping RockLandscaping RockWood ChipsWood ChipsWood ChipsConcreteWood FenceBASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKYAVENUE NORTH(A Public R/W) Existing Building Existing Building1 Story Brick Sided BuildingFoundation Area = 12,008 +/- Sq. Ft.PID: 0511821420066Address: 5701 Kentucky Avenue NorthOwner: 5701 Kentucky LLCPID: 0511821420011Address: 7100 Bass Lake RoadOwner: Khallaf LLCPID: 0511821310005Address: 7112 Bass Lake RoadOwner: Bass Lake Properties LLCPID: 0511821420073 Address: 6924 56th Avenue North Owner: 6924 LLC PID: 0511821420074 Address: 6918 56th Avenue North Owner: Schumeister Pro Holdings LLC PID: 0511821420075 Address: 6918 56th Avenue North Owner: Schumeister Pro Holdings LLCPID: 0511821420032Address: 7000 56th Avenue NorthPID: 0511821420067Address: 7000 56thAvenue North104.3 46.730.745.724.78.138.48.036.726.4 0.271.225.1 0.426.0 26.9PARCEL 1PARCEL 2DESCRIPTION OF PROPERTY SURVEYEDParcel 1:Lot 1, Block 1, Crystal State Bank Addition, according to the recorded plat thereof, Hennepin County, Minnesota, except that part described as follows:All that part of the easterly 110 feet of Lot 1, Block 1, Crystal State Bank Addition, according to the plat thereof on file and of record in the office of the County Recorder in and forHennepin County, Minnesota, which lies southerly of a line drawn parallel with and distant 42 feet northerly of the following described line: Commencing at the northeast corner of theSoutheast Quarter of Southeast Quarter of Section 5, Township 118, Range 21; thence run westerly at an angle of 90 degrees 43 minutes 13 seconds (when measured from north towest) from the east line of said Southeast Quarter; for a distance of 2600 feet and there terminating.(Abstract Property)Parcel 2:Outlot A, Palmer Addition, according to the recorded plat thereof, Hennepin County, Minnesota.(Abstract Property)GENERAL SURVEY NOTES1.Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the rim of the sanitary manhole located in the intersection of 57th Avenue North and Kentucky Avenue North, asshow hereon. Elevation = 872.16.3.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utilitycompanies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities forthis site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailedinformation is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilitieslocated on the subject property.ALTA/NSPS LAND TITLE SURVEY NOTES(numbered per Table A)1.Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.2.Site Address: 7000 56th Avenue North, Crystal, Minnesota 55428.3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0211F,effective date of November 4, 2016.4.The gross land area is 95,093 +/- square feet or 2.183 +/- acres.7.(a) Exterior dimensions of buildings at ground level as shown hereon.(b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon.8.Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observe all sitefeatures located on the subject property.9.The number of striped parking stalls on this site are as follows: 85 Regular + 4 Handicap = 89 Total Parking Stalls.13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County Interactive Property Map.SURVEY REPORT1.This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Guaranty Commercial Title, Inc. as agent for Old Republic National TitleInsurance Company, File No. 70055, dated August 24, 2025.We note the following with regards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-8 are not survey related.b. The following are numbered per the referenced Title Commitment:[9].Utility easement(s) over the Land in favor of City of Crystal, as created in Document No. 8953735. (as to Parcel 1)Document creates a utility easement located along the south line of the subject property, as shown hereon.2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:[A].Chain link fence crosses the west line of the subject property, as shown hereon.ALTA CERTIFICATIONTo: Wells Fargo, N.A., a national banking association; RVB, LLC, a Minnesota limited liability company; Guaranty Commercial Title, Inc.; and Old Republic National Title InsuranceCompany:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land TitleSurveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, and 13 of Table A thereof.The fieldwork was completed on 10-6-2025.Dated this 9th day of October, 2025.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7000 56th Avenue North Crystal, Hennepin County, Minnesota 55428 PROJECTPROJECT NO.: 25379.00COPYRIGHT 2025 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.10-9-2025NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYBS/TL/MGDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCE LINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEIRON FENCE LINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET OR TO BE SET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTIONWOODEN FENCE LINESATELLITE DISHBUSH/SHRUB60153001530SCALE IN FEET1834 East 38th Street, Minneapolis, MN 55407 Yellow Tree Development COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC0.0TITLE SHEET7000 56TH STREETCRYSTAL, MINNESOTASITE LOCATIONSITE LOCATION MAPNISSUED FOR: CITY SUBMITTAL - Rev 1PROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422MATT PAVEK612-615-0060MPAVEK@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMDEVELOPERYELLOW TREE DEVELOPMENT, LLC1834 EAST 38TH STREETMINNEAPOLIS, MN 55407ROBB LUBENOW612-275-7210PROPERTY OWNERARCHITECTDJR ARCHITECTURE333 N WASHINGTON AVE #210MINNEAPOLIS, MN 55401ARON JOHNSON206-307-6023AJOHNSON@DJR-INC.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060 X 712RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERTBDTBDREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COMSHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETC0.1PROJECT NOTESC1.0REMOVALS PLANC2.0SITE PLANC2.1TURNING MOVEMENTC3.0GRADING PLANC4.0UTILITY PLANC5.0CIVIL DETAILSC5.1CIVIL DETAILSC5.2CIVIL DETAILSC5.3CIVIL DETAILSL1.0LANDSCAPE PLANL1.1LANDSCAPE PLAN NOTES & DETAILSSW1.0SWPPP - EXISTING CONDITIONSSW1.1SWPPP - PROPOSED CONDITIONSSW1.2SWPPP - DETAILSSW1.3SWPPP - NARRATIVESW1.4SWPPP - ATTACHMENTSSW1.5SWPPP - ATTACHMENTS1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT ISSHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITYSERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSIONAND THE FINAL CONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINALGRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THECLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITEGROUP HAS ISSUED FINAL, FULLY-APPROVED AND STAMPED PLANS AND SPECIFICATIONS. THECLIENT ACKNOWLEDGES THAT ALL PLANS ARE SUBJECT TO SUBSTANTIAL REVISION.CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE MOST RECENT ISSUANCE OF PLANS FORCONSTRUCTION PURPOSES.6.PLAN SET IS NOT USABLE FOR CONSTRUCTION UNTIL PLANS HAVE BEEN FULLY APPROVED ANDSTAMPED BY THE REQUIRED REVIEWING AUTHORITIES AND NO ADDITIONAL REVIEWS AREREQUIRED. COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC0.1PROJECT NOTESCITY OF CRYSTAL REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.CITY OF CRYSTAL GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.OPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONCITY OF CRYSTAL SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC SITE NOTES.Know what'sbelow.before you dig.CallRREMOVAL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FORCONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE INACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITYOWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THEDRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENTCONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITELOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ONTHE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BEPROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITSUNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THEGENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITIONAND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THEDRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BEALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANYWORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAINWRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTIONACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTINGUTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVEDBY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TOPROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORKHOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY ANDINSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINTTHROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OFADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIORTO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THEREQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOTBE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BYTHE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OFTHE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVEAND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THEPROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN AMANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIEDAND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATEONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TOBEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTINGAND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS ANDPAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTSFOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION,DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKELAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION,INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICALREPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS &ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS,AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TOINSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACEOF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION ANDSHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOFABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUTNOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THEOWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLYAPPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDINGAREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTERPERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE.ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTEDOR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREASAND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESSNOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAILSHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGNPLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY INFIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIORTO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURBSTAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IFTHIS PROCEDURE IS NOT FOLLOWED.20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALLBE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS ANDADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANYDEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLEFOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEETTOLERANCE/ADA REQUIREMENTS.GENERAL GRADING NOTES:1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTIONBY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT"100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTINGMATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL,SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTIONAT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITEDTO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITHTHE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BYTHE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALLREQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THEPUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR ISRESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONALPOLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMITREQUIREMENTS OF THE CITY.7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2%MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATERTHAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALLENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THEDURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHEDSURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTSWHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THATHAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BYWATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'SOPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREETAND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLETRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THESOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THESOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THEREQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANYUNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED INTHE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHAREQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS ANDTRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17.TOLERANCES17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINTWHERE MEASUREMENT IS MADE.17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE ORBELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS.TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TOCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENTREPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18.MAINTENANCE18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, ANDKEEP AREA FREE OF TRASH AND DEBRIS.18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THEWARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDEDAND MULCHED.18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, ANDCOMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL UTILITY NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THEPLANS.4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALSAND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5'OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BESUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE INACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONSARE INCIDENTAL.10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALLWATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATIONTO SANITARY OR STORM SEWER LINES. EXTRA DEPTHWATERMAIN IS INCIDENTAL.11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEETOF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES,UNLESS OTHERWISE NOTED.12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE INACCORDANCE WITH CITY STANDARDS AND COORDINATED WITHTHE CITY PRIOR TO CONSTRUCTION.13.CONNECTIONS TO EXISTING STRUCTURES SHALL BECORE-DRILLED.14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONSWITH THE MECHANICAL DRAWINGS.15.COORDINATE INSTALLATION AND SCHEDULING OF THEINSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS ANDCITY STAFF.16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PERTHE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONSSHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDEDBY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THEREQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES,FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETSSHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OFALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTSFOR TRAFFIC LOADING.18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATEUTILITY COMPANIES.19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BEINSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACHDIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONSAND REQUIREMENTS.22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THESOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORTIN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHAREQUIREMENTS IN THE CODE OF FEDERAL REGULATIONSPERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATIONSAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. LANDSCAPE NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTEREDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALLMULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZETO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDERSAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OFNURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OFACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTSSHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THEPLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPEARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2)FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6"LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND ANDOVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS.CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES ANDSHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIORTO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTILACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPECONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATEDFROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION.SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATEDATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIPCOVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THEEDGE OF PAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEMINCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMITIRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEMSHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATEWATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGEAND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK.SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEMINLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FORIRRIGATION WATER, METER, AND POWER CONNECTIONS.5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUNDFACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TOUNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGESSHALL BE BORNE ENTIRELY BY THE CONTRACTOR.6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITYCOMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES.EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THEPROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITHMECHANICAL PLANS.9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THEFINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0"BEYOND PAVEMENT.13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUITWITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE ANDCAPPED.14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN ANDSQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENTFORMULATED FOR INTENDED TYPE OF CONNECTION.15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED.LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITHOWNER'S REPRESENTATIVE.19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE.RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY ATVALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACHVALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROMCONTROLLER. LABEL OR COLOR CODE ALL WIRES.20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BYINDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOWCONTROL ON AUTOMATIC VALVE.21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.22.USE SCREENS ON ALL HEADS.23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES INAN UPDATED CONDITION.24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALLEXTENT 3" BEYOND PERIMETER OF VALVE BOX.26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVERAND TOP OF VALVE STRUCTURE.IRRIGATION NOTES: 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542The W Line of the E 110 Feet of Lot 1,Block 1, Crystal State Bank Addition EXCEPTIONTrash EnclosureWood FenceBASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)Existing Building PARCEL 1PARCEL 2PROTECT EXISTING SIDEWALKREMOVEEXISTINGFENCE ANDFOOTINGSREMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/OR L.G.U.STANDARDSREMOVEEXISTINGSTEPSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVEEXISTINGBOLLARD, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVE EXISTINGPAVEMENT, BASEMATERIALS, ANDPARKING SIGNSREMOVEEXISTINGFENCE ANDFOOTINGSREMOVE EXISTINGFENCE AND FOOTINGSREMOVE EXISTINGFENCE AND FOOTINGSFOR ALL FENCE REMOVALS ORPRESERVATIONS ON LOT LINES:CONTRACTOR SHALL CONFIRMOWNERSHIP OF FENCE PRIOR TOREMOVAL AND COORDINATE WITHADJACENT PROPERTY OWNER.REMOVE ALL EXISTING PRIVATEUTILITY SERVICES (THAT ARE NOTTO BE REUSED) PER PRIVATEUTILITY COMPANY AND CITYSTANDARDSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALREMOVE AND SALVAGE EXISTINGPRIVATE STOP SIGN. SEE SITE PLANFOR PROPOSED LOCATIONREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVE EXISTINGLIGHT POLE. RETURNTO CITY/OWNERREMOVE EXISTING LIGHTPOLE. RETURN TO CITYREMOVE EXISTINGLIGHT POLE.RETURN TO CITYREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVE EXISTINGLIGHT POLE. RETURN TOCITY/OWNERREMOVEEXISTING IRONFENCE ANDFOOTING, TYP.REMOVEEXISTING CHAINLINK FENCE ANDFOOTING, TYP.PROTECTEXISTINGCBRREMOVE EXISTINGWOOD CHIPREMOVE EXISTINGBILLBOARD SIGNREMOVE EXISTING SANITARYSERVICE, PLUG AND ABANDONAT RIGHT OF WAY LINE PER CITYSTANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFY, TYP.REMOVE EXISTING SANITARYSERVICE, PLUG AND ABANDONAT RIGHT OF WAY LINE PER CITYSTANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFY, TYP.CITY AS-BUILT INFORMATIONINDICATED THAT THERE MAY BE ASANITARY & WATER SERVICECONNECTION RUNNING NORTH.LOCATION IS UNCERTAIN. IF THESESERVICES EXIST. REMOVE TO THEMAIN PER CITY STANDARDS.REMOVE EXISTING SANITARYSERVICE, PLUG AND ABANDONAT RIGHT OF WAY LINE PER CITYSTANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFY, TYP.REMOVE EXISTINGUTILITY SERVICESPER CITYSTANDARDS, COORD.W/ UTILITY CO.REMOVEEXISTINGUTILITYSERVICES PERCITYSTANDARDS,COORD. W/UTILITY CO.REMOVALS PLAN LEGEND:REMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC1.0REMOVALS PLANREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.CITY OF CRYSTAL REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SHEET C0.1 FORGENERAL REMOVAL NOTESSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINE01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COM 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)319.7R8.05.013.58.5TYP.10.017.512.09.96.4 6.012.05.05.110.011.123.6 5.05.0 1.96.00.6 10.518.024.018.014.6 93.593.56.542.018.09.0 TYP. 34.09.076.59.0108.0 48.0 8.0 8.0 8.0 8.0 8.0 8.0 171.038.424.018.05.524.010.0 MATCH EXIST.MATCH EXIST.MATCH EXIST.CONC. WALK, PER CITY STND.CONC. WALK, PER CITY STND.CONC. DRIVE APRON, PER CITY STND.CONC. DRIVE APRON, PER CITY STND.R8.0R 8 . 0 4.6 R8.0 R3.0, TYP.R8.0R8.0 B612 C&G, TYP.BIT. PVMT. STRIPING, TYP.B612 C&G,TYP.EDGE OF UNDERGROUND PARKINGCONC. WALK, PER CITY STND.MATCH EXIST.MATCH EXIST.BIT. PVMT. STRIPING, TYP.CONC.PVMT. ,TYP.ADA PARKING SPACES,INCLUDE, STRIPING,RAMPS & SIGNAGE(2) BENCHES, SHOPDRAWINGS REQ.B612 C&G,TYP.24.0111149124198.5TYP.9.0 TYP.EXTERIOR PARKING SUMMARYPARKINGSTND. PARKING SPACES 9'X18'35LOW TURNOVER SPACES 8.5'X18'35ADA SPACES 8'X18'4TOTAL74103.5DOG RUN W/3' WIDE X 6' HT. DOUBLEGATED ENTRANCE, W/ 6' HTORNAMENTAL STEEL FENCE, TYP.DOUBLE STACKLIMESTONE 1' HT.DOUBLE STACKLIMESTONE 1' HT., TYP.CONC. PVMT.MATCHEXIST.CONC. PVMT.DOUBLE STACKLIMESTONE 1' HT.DOUBLE STACKLIMESTONE 1' HT.BIT. PVMT. STRIPING, TYP. BIT. PVMT. STRIPING, TYP.CONC.PVMT. ,TYP.EDGE OF UNDERGROUND PARKING MATCH EXIST.MATCH EXIST.DOUBLE STACKLIMESTONE 1' HT., TYP.TRANSFORMER /GENERATOR PADREPLACE CONC. CURB &GUTTER, PER CITY STND.REPLACE CONC. CURB &GUTTER, PER CITY STND.CONSTRUCTIONLIMIT LINECONSTRUCTIONLIMIT LINECONSTRUCTIONLIMIT LINE10.55.55' D&U EASEMENTPROPERTY LINE5' D&U EASEMENTPROPERTY LINE5' D&U EASEMENTPROPERTY LINETRASH ROOMINSIDE BLDG.36.0 48.5 TYP. 8.5 TYP. 8.5 TYP. 20.5 10.0 MONUMENT SIGN, 6' HT.12.5COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSITE PLAN LEGEND:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF CRYSTAL SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC SITE NOTES.CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLANSEE SHEET C0.1 FORGENERAL SITE NOTES01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COMCURB TAPER 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKYAVENUE NORTH(A Public R/W) 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv. (Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH (A Public R/W) 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv. (Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH (A Public R/W) Existing Building COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSEE SHEET C0.1 FOR GENERALSITE NOTESREVISION SUMMARYDATEDESCRIPTIONC2.1TURNING MOVEMENTSEE SHEET C2.0 FOR GENERALSITE NOTES & LEGEND01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR01" = 40'-0"40'-0"20'-0"N1FIRE TRUCK MOVEMENTCAR SIZE: 44'01" = 40'-0"40'-0"20'-0"N2TRASH TRUCK MOVEMENTCAR SIZE: 36'01" = 40'-0"40'-0"20'-0"N3CAR MOVEMENTCAR SIZE: 19' 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC3.0GRADING PLAN1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF CRYSTAL GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESSOTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C0.1 FORGENERAL GRADING NOTESSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)12 LF 10" SCH. 40 PVCSTORM @ 2.00%CBMH 3RIM=873.48IE(W)=869.26IE(N)=866.5990 LF 18" HDPESTORM @ 1.00%CBMH 2RIM=873.48IE=865.6981 LF 18" HDPESTORM @ 1.00%CBMH 1RIM=873.48IE(N/S)=864.88IE(W)=869.26SUMP=860.88INSTALL SAFL BAFL9 LF 12" HDPESTORM @ 1.00%CB 21RIM=872.33IE=864.63SUMP=860.63INSTALL HOOD / SNOUT9 LF 12" HDPE STORM@ 1.00%CB 11RIM=872.33IE=868.33SUMP=864.33INSTALL HOOD / SNOUTEXISTING 12'' RCP STORM PIPE 44 LF @0.30%(FROM RECORD)(FIELD VERIFY)PROPOSE TO KEEP 24 LF OF 12'' RCP12 LF 12" SCH.40 PVCSTORM @ 2.00%STUB SANITARY SEWERTO 5' FROM BUILDINGIE @ STUB=862.82COORD. W/MECH'LEXSIT SANMH AEXIST RE=872.16EXIST IE(N)=862.22EXIST IE(E)=862.00PROP IE(S)=862.10MAKE CONNECTION TO EXISTINGSANITARY MANHOLE. CORE DRILL &RECONSTRUCT BENCH.COORD. W/ CITY36 LF 6" PVC SDR 26SANITARY SERVICE@ 2.00%TWO 45°BENDS8" FIRE DIP WATER SERVICE ANDVALVE, STUB TO WITHIN 5' FROMBUILDING, COORD. W/MECH'LUNDERGROUND INFILTRATION BASIN 1PHYDROSTOR HS290 STORM WATER CHAMBER SYSTEM120 TOTAL CHAMBERS (12 ROWS BY 10 COLUMNS)58.3'x92.1' FOOTPRINT (INCL. ROCK)12" SIDE & END STONE12" STONE COVER & 9'' STONE BASE8.5" STONE SEPARATIONSTONE IE=863.79CHAMBER IE=864.54CHAMBER TOP=869.50STONE TOP=870.50OE (9'' ORIFICE)=867.29OUTLET ELEVATIONS (SEE DRAWING, OUTLET CONTROLSTRUCTURE & DETAILS)WQL (MPCA)=XXX.XX100-YR HWL=XXX.XXEOF=872.83SYSTEM CAPACITY BELOW OUTLET ELEVATION≈12,929TOTAL SYSTEM CAPACITY≈22,196(SEE DETAIL AND SHOP DWGS)MIN GRADE OVER SYSTEM ≈ 872.4REPLACE EXISTING CBCASTING WITH NEW CASTINGPER CITY STANDARDS. EXISTRE=874.32PROP RE=874.32STUB STORMCONNECTION 5' FROMBUILDING. IE @STUB≈869.50CONSTRUCT OCS OVEREXISTING 12'' RCP STORM.MAKE CONNECTION TOEXISTING 12'' RCP STORMOCS 31RIM=872.71IE(N)(EXISTING PIPE) ≈ 867.04IE(S)=BOT OF CHAMBER(FROM RECORD)(FIELD VERIFY)9'' ORIFICE IN WEIRWALL=867.29CONSTRUCT WEIR WALL IN MH.SEE DETAIL(INLET STRUCTURE #1) 27'' DIA PVC STRUCTUREW/ 4' SUMP. SHOP DRAWINGS REQ'DRIM≈872.50IE(NW)=868.24IE(S)(24'' GOLDFLO)=BOT OF CHAMBERIE(E)(15'' GOLDFLO)=TOP OF CHAMBERSEDIMENT ROWSEE SHOPSSEDIMENT ROWSEE SHOPSSCOUR PROTECTION.SEE SHOPS15'' GOLDFLO STORM W/ FITTINGS.TOP OF CHAMBER. EQUALIZINGMANIFOLD. SEE SHOPS24'' GOLDFLO STORM W/ FITTINGS.BOT OF CHAMBER. EQUALIZINGMANIFOLD. SEE SHOPS(INLET STRUCTURE #2) 27'' DIA PVCSTRUCTURE W/ 4' SUMP. SHOPDRAWINGS REQ'DRIM≈873.89IE(N)(15'' GOLDFLO)=TOP OF CHAMBERIE(W)(24'' GOLDFLO)=BOT OF CHAMBER4'' INSPECTION PORT4'' INSPECTION PORTINLET=BOT OFCHAMBER17 LF 24" GOLDFLOSTORM @ 0.00%OUTLET=BOT OFCHAMBERCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OFUTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALCONTRACTOR SHALL COORDINATEALL THE UTILITY SERVICES WITHBOTH THE CIVIL AND MECHANICALPLANS PRIOR TO CONSTRUCTION.12INLET=BOT OFCHAMBER17 LF 24'' GOLDFLOSTORM @ 1.00%STUB STORMCONNECTION 5' FROMBUILDING. IE @STUB≈869.50HYD. & GV PERCITY STANDARDS3456MAKE WET TAP CONNECTIONTO EXISTING 8" CIP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITY6'' DIP8" DOMESTIC DIP WATER SERVICEAND VALVE, STUB TO WITHIN 5'FROM BUILDING, COORD.W/MECH'L56MAKE WET TAP CONNECTIONTO EXISTING 8" CIP WATERMAIN(PER RECORD)(FIELDVERIFY), COORD. WITH CITYWat. Serv. (Per Rec.)BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)TWO 45°BENDSMAKE WET TAP CONNECTIONTO EXISTING 24" PCCPWATER MAIN(PERRECORD)(FIELD VERIFY),COORD. WITH CITY8" FIRE DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROMBUILDING, COORD. W/MECH'L56COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERUTILITY PLAN LEGEND:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C0.1 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR01" = 10'-0"10'-0"5'-0"N1WATER SERVICE SW CONNECTION ENLARGEMENTNTSSEE WATERSERVICE SWCONNECTIONENLARGEMENTFOR MOREDETAILS COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.0CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONEXPANSION JOINT SEALANT DETAILSN T SNOTES:1.SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2.TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPE SEENOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIAL SEENOTE 1WD TTWD POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 1T WDCOMPACTED CLASS 5AGGREGATE BASE. SEESOIL REPORT FORDEPTH, 6" MIN.EXTERIOR BUILDING WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT46" 3'-6" 3'-6" 60"-66" FROM PAVEMENT TO BOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE7BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTYX"X"X"HEAVY DUTYX"X"X"FINISHED GRADENOTES:1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/42WALKS5"6"CONC. PVMT.X"X"DOWELED JOINT BETWEEN TWO PAVEMENTSN T S"D" - DENOTES DOWEL DIAMETER"T" - DENOTES PAVEMENT THICKNESSNOTES:1.EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWELMAY BE USED.2.USE THICKENED EDGE ON NEW PAVEMENT WHENEXISTING PAVEMENT HAS THICKENED EDGE.DRILL & GROUT DOWELEPOXY COATEDDOWEL SCHEDULEDOWEL SIZEDIA.LENGTHSPACING8" OR LESS34"16"12" 0.C.9" - 11"1"16"12" 0.C.12"-15"1-1/4"20"15" O.C.16" OR MORE1-1/2"20"18" O.C.16" OR MORE1-1/2"22"24" O.C."T""T"/2 +/- "D"/2PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE,SEE PLANEXISTING PVMT. OR EXISTING/PROPOSED NEW PVMT./CURBOR OTHER CONC. STRUCTURE, SEE PLAN3N T SB-612 CONCRETE CURB AND GUTTER7" 13 1/2" 6"FINISHED GRADEFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6"8"12"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS1/2" RADIUS5N T SB-618 CONCRETE CURB AND GUTTER7" 13 1/2" 6"FINISHED GRADEFINISHED GRADE1/2" RADIUS6"8"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS18"3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6ACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1.ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT & SIGNAGE.2.VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3.SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT4.ALL PAINT COLORS MUST CONFORM TO STATEAND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLECURB TAPER (VARYINGLENGTH), SEE SITE ANDGRADING PLANADJ. SIDEWALKHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKINGSIGN CENTEREDAT HEAD OFSPACE ONCENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITY CODE TRUNCATEDDOMESSEE SITE PLANFOR REQUIREDDIMENSIONSDIRECTIONAL SLOPEARROW, SEEGRADING PLANSLOPEDWALK/RAMP,SEE SITE ANDGRADING PLANHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 6" MIN. AND 8' MAX. FROM FACEOF CURB, TYP. ENSURE MIN. 36" WALKAREA BEHIND AND AROUND SIGNLOCATIONACCESSIBLE CURB RAMP-SEE SITE, GRADING &DETAILS8 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION8"AS REQUIREDGATE VALVE BOXN T SADJUST TOP TO 1/2" BELOW FINISHEDPAVEMENT GRADE OR 1" BELOWFINISHED TURF GRADE. SET SO AS TOPROVIDE 12" OF UPWARDADJUSTMENT.CONCRETE THRUST BLOCKWATERMAINGATE VALVEREFER TO DRAWINGSFOR SIZESVALVE BOXFINISH GRADECOVER SHALL BESTAMPED WITH "WATER"1NOMINALFITTINGSIZE (IN.)TEE,WYE,PLUG ORCAP90° BEND,PLUGGEDCROSSTEE PLUGGED ONRUN45° BEND22.5°BEND11.25°BEND41.01.41.91.41.0--62.134.331.61-63.85.37.65.42.91.51.0105.98.411.88.44.62.61.2128.512.017.012.06.62.41.71411.516.323.016.38.94.62.31615.021.330.021.311.66.03.01819.027.038.027.014.67.63.62023.533.347.033.318.19.44.72434.048.068.048.026.213.66.8BENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POUREDAGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF JOINT ANDACCESSORIES.3. IF NOT SHOWN ON PLANS, REQUIRED BEARINGAT FITTING SHALL BE AS INDICATED ABOVE,ADJUSTED IF NECESSARY, TO CONFORM TO THETEST PRESSURE(S) AND ALLOWABLE SOIL BEARINGSTRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKINGDETAILS SHOWN ON PLANS TAKE PRECEDENCEOVER BEARING AREAS AND BLOCKING DETAILSSHOWN THIS STANDARD DETAIL.5. ABOVE BEARING AREAS BASED ON TESTPRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOILBEARING STRESS OF 2000 POUNDS PER SQUAREFOOT. TO COMPUTE BEARING AREAS FORDIFFERENT TEST PRESSURES AND SOIL BEARINGSTRESSES, USE THE FOLLOWING EQUATION:BEARING AREA = (TEST PRESSURE/150) X (200/SOILBEARING STRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSPLUGGED TEEPLUG OR CAPTHRUST BLOCKN T S1/4" PLYWOOD OVER FACE OF BOLTSEACH AREA IS 1/2 OFTABULATED AREAA2A127.5' MINIMUM 2.0'7.5' MIN. COVERFIRE HYDRANTN T S1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHYLENE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODS4" X 4"VERTICALBLOCK6" GATE VALVEMECH. JOINTS6" DIP LEADTEE4" X 4"THRUSTBLOCKFINISH GRADETRAFFIC FLANGE 2"ABOVE GRADEREFER TO DETAILHYDRANT, HEIGHTVARIESHYDRANT MARKER8" CONCRETETHRUST BLOCKS3PIPE BEDDING - PVCN T S"BC" DENOTES OUTSIDEDIAMETER OF PIPECOARSE FILTERAGG. (MNDOTSPEC. 3149HMODIFIED)MINIMUM2D+BC+12"D VARIABLEPIPE FOUNDATION & BEDDING IN GOOD SOILSPIPE FOUNDATION & BEDDING IN GOOD SOILSMIN.=BC+12BCBC"BC" DENOTES OUTSIDEDIAMETER OF PIPECOMPACTED BACKFILLGRANULAR BORROW (MNDOT SPEC. 3149A MODIFIED) 6"12"COMPACTEDBACKFILLBEDDINGFOUNDATION 12"6"5PIPE BEDDING - RCP & DIPN T SLOAD FACTOR 1.5CLASS C-1HAND SHAPED FROM FIRSTUNDISTURBED SOILLOAD FACTOR 1.5CLASS C-2HAND SHAPED FROMANGULAR BEDDING MATERIAL"BC" DENOTES OUTSIDEDIAMETER OF PIPE"BC" DENOTES OUTSIDEDIAMETER OF PIPE"BC" DENOTES OUTSIDEDIAMETER OF PIPELOAD FACTOR 1.9CLASS BHAND SHAPED FROM ANGULARBEDDING MATERIALLOAD FACTOR 2.3CLASS ACONCRETE BACKFILL TO0.5 OF OUTSIDE DIAMETERWITH SHAPED BEDDING.COMPACTED BACKFILLBC/4 BUT NOT LESS THAN 6" 6"BC0.5BCBC+12" MIN.COURSE FILTER AGGREGATEMNDOT SPEC. 3149H MOD.COMPACTED BACKFILL"BC" DENOTES OUTSIDEDIAMETER OF PIPECOMPACTED BACKFILLBC0.5BCBC+12" MIN.6"BC0.5BC BC/4 BUT NOT LESS THAN 6" 12"BC+12" MIN.COURSE FILTER AGGREGATEMNDOT SPEC. 3149H MOD.COMPACTEDBACKFILLBC0.5BC0.5BCBC+12" MIN.6"2000# CONCRETE618"MIN.1 2"11 2"27"112"16" O.C.BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLABREINFORCED WITH 6" x 6" 10/10 MESH3 16" VARIABLE 1'- 8" MAX.CLFLOWFLOWSANITARY SEWER MANHOLEN T SRUBBERBOOTSLOPE AT 2 IN./FT. (TYP)RUBBER BOOTRUBBER GASKET - TYPAT ALL JOINTSSTEPS ON DOWNSTREAM SIDEPRECAST CONCRETE CONE SECTIONMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPECOVER SHALL BE STAMPED "SANITARY SEWER"SLOPE @ 2IN./FT.(TYP)GROUT TO 1/2 PIPE4 REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.2CIVIL DETAILS1.PRIOR TO INSTALLATION OF UNDERGROUND SYSTEMS, CONTRACTOR SHALL HAVEA MEETING WITH THE INSTALLER, THIRD PARTY INSPECTOR, PROJECTSUPERINTENDENT, AND DSI INSPECTOR.2.PVC LINER SHALL BE INSTALLED PER "MPCA PVC LINER GUIDELINES".3.PVC LINER SHALL MEET MINIMUM REQUIREMENTS OF ASTM STANDARD D7176.4.ALL SEAMING OF PVC PANELS SHALL BE MADE ACCORDING TO THEMANUFACTURER'S RECOMMENDATIONS. SEAM STRENGTH SHALL MEET THEFOLLOWING:PROPERTYTEST METHODVALUEBONDED SEAM STRENGTH ASTM D3083 55.2(BREAKING FACTOR, PPI WIDTH)PEEL ADHESION (LBS/IN. MIN.) ASTM D413 105.EFFECTIVE SEAMS AND SEALS AROUND PIPES PENETRATING THROUGH THE LINERIS CRITICAL TO PREVENTING LEAKS. BOOTS AROUND PIPE PENETRATIONS SHALLBE OF THE SAME MATERIAL AND THICKNESS AS THE SPECIFIED LINER.MANUFACTURER'S RECOMMENDATIONS FOR ATTACHING BOOT TO THE PIPE ANDSEAMING THE BOOT TO THE LINER SHALL BE FOLLOWED. WHEN STAINLESS STEELPIPE BANDS ARE USED TO CLAMP THE BOOT TO THE PIPE, THE STRAPS SHALL NOTBE PLACED IN DIRECT CONTACT WITH THE PIPE BOOT MATERIAL. A NEOPRENEGASKET, OR OTHER MATERIAL SPECIFIED BY THE MANUFACTURER SHALL BEPLACED BETWEEN THE LINER AND THE PIPE BAND.6.SUBGRADE SOILS SURROUNDING THE LINER SHALL BE INORGANIC, FREE OF ALLROCKS, STONES, STICKS AND DEBRIS OF ANY KIND.TESTING REQUIREMENTS SHALL BE AS FOLLOWS:1. ALL SEAMS AND PIPE PENETRATIONS SHALL BE INSPECTED PRIOR TOBACKFILLING PER MPCA PVC LINER GUIDELINES.2. ONCE INSTALLED, CONTRACTOR SHALL PERFORM A FLOOD TEST OF THEUNDERGROUND SYSTEM. SYSTEM SHALL BE FILLED WITH WATER TO THE TOP OFTHE PIPE. ONCE EQUILIBRIUM HAS BEEN REACHED, THE WATER LEVEL SHALL NOTDROP FOR A PERIOD OF 1 HOUR.3. ALL TESTING SHALL BE INSPECTED BY THE THIRD PARTY INSPECTOR FOR THEPROJECT AND THE DSI INSPECTOR.UNDERGROUND STORM SYSTEM NOTES:GROUT UPSTREAM SIDE OFWEIR WALL UP TO LOWESTOPENINGCONCRETE OUTLET STRUCTUREN T S12" RCP OUTLETELEV=867.0415" GOLD FLO INLETELEV=867.29RIM ELEV=872.71SEE UTILITYPLAN FORSIZEDEPTH VARIES, SEE UTILITY PLANBASES SHALL BE 8"STANDARD PRECAST WITH2" LEAN GROUT, ORPOURED 8" SLABREINFORCED WITH 6"X6"10/10 MESHSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5ADJUSTING RINGS. GROUTBETWEEN RINGS, CASTING,AND ALONG OUTSIDE.METAL SEWER CASTINGREFER TO STRUCTURESCHEDULE FOR TYPE"RIM ELEVATION"PRECAST COVER - 8" THICKPRECAST CONCRETE SECTIONRUBBER GASKET - TYP. AT ALL JOINTSWEIR WALL, SEE CROSSSECTION FOR DETAILSSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZES#4 @ 12"HORIZONTAL#4 @ 12"VERTICAL4'SECTION A-ACONCRETE BAFFLE WALLTOP ELEV. = 868.549" DIA. ELEV. = 867.29ELEV.=BOT. OF MHNOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING.2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE.ALL DOGHOUSES SHALL BEGROUTED ON INSIDE ANDOUTSIDE. ALL GROUTING SHALLBE NON-SHRINKING CEMENT"W" * WALL CONSTRUCTIONSHALL BE CLASS II PRECASTPIPE, MNDOT STANDARDPLATE NO. 3000L1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERC5.3CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542Concrete SidewalkConcrete SidewalkConcrete WalkwayConcreteBASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)25% ACHILLEA 'CORONATION GOLD'25% LIATRIS 'FLORISTAN WHITE'50% SYMPHYOTRICHUM 'BLUEBIRD'50% PENNISETUM 'HAMELN'50% AGASTACHE FOENICULUM50% SCHIZACHYRIUM 'JAZZ'25% ECHINACEAE 'WHITE SWAN'25% ERYNGIUM 'BIG BLUE''SKYLINE'HONEY LOCUST'EXCLAMATION'PLANE TREESWAMP WHITE OAK'PRINCETON SENTRY' GINKGOTUPELOBGBOXWOOD HEDGE4' HTRGLO-GRO SUMACGROUNDCOVERROCK MULCHNO MOW GRASSDROUGHT TOLERANTFESCUE MIXPEMUGO PINE ~3FT HT[WINTER INTEREST / STRUCTURECAREDTWIG DOGWOOD HEDGE4' HTCAREDTWIGDOGWOODHEDGE4' HTJMJUNIPER SHRUB4' TALLROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPROCK MAINTENANCE STRIPDOG PARK MULCHEDGING, TYP.5 - GI2 - PMBGBOXWOOD HEDGE4' HTJHJUNIPER HEDGE10' TALL7 - NSRGLO-GRO SUMACGROUNDCOVER4 - PP'PRAIRIE GOLD'QUAKING ASPEN5 - QBPEMUGO PINE ~3FT HT[WINTER INTEREST / STRUCTURECAREDTWIG DOGWOODHEDGE4' HT5-GPSYMBOLQTYCOMMON / BOTANICAL NAMEGROUND COVERS1,429 sfSYLVA SOFTSTEP EQUIV. / DOG PARK MULCH7,169 sfPrairie Nursery / No Mow Lawn Seed Mix1,436 sfROCK MAINTENANCE STRIP*L1.0LANDSCAPE PLANCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND,INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER),CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN(STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVEBEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THEPLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FORSPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FORSPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FORSPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESLANDSCAPE PLAN LEGEND:EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARKGREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCESPER MANUF. INSTALL PER MANUF. INSTRUC./SPECS.SEE SHEET L1.1 FOR PLANTING SCHEDULESEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLANPLANTING SEASON SCHEDULESEASONCONIFEROUSDECIDUOUSREMARKSSPRING PLANTINGAPRIL 15 - JUNE 15APRIL 15 - JUNE 15FALL PLANTINGAUGUST 21 - SEPTEMBER 30AUGUST 15 - NOVEMBER 15NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.SEE SHEET C0.1 FORGENERAL LANDSCAPE NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRMULCH SCHEDULEAREAMULCH TYPEEDGINGFABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1PLANTING BEDS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1MAINT. STRIP AT BUILDING FOUNDATION1.5" DECORATIVE SCREENED ROCK/STONEAS SHOWNYESINSTALLED 3" DEEP OVER GEOTEXTILEFABRIC. PROVIDE EDGING AS SHOWN ONLANDSCAPE PLAN.DOG PARK MULCH4" DEPTH, SHREDDED WOOD, SEEREMARKSYESYESORGANIC MULCH SPECIFICALLY FOR USEIN DOG PARKS OR PLAYGROUNDS. SHALLKNIT TOGETHER TO FORM MATTED,ACCESSIBLE SURFACE. (I.E. SYLVASOFTSTEP, SET, INC. PLAYGROUND, OREQUIVALENT), PROVIDE SHOPDRAWINGS/DATA SHEETS FOR REVIEW.SEED AREASNANANANOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALSTREE INVENTORY NOT REQUIREDTHERE ARE NO TREES OVER 12" DBH ON SITE CODECOMMON / BOTANICAL NAMEQTYCONTNATIVE PLANTSPOLLINATOR FRIENDLYTREESGPPrinceton Sentry® Maidenhair Tree / Ginkgo biloba 'PNI 2720'53.5" CAL. B&BNNGISkyline® Honey Locust / Gleditsia triacanthos inermis 'Skycole'52.5" CAL. B&BYYNSTupelo / Nyssa sylvatica72.5" CAL. B&BYYPMExclamation!™ London Plane Tree / Platanus x acerifolia 'Morton Circle'23" CAL. B&BNYPPPrairie Gold® Quaking Aspen / Populus tremuloides 'NE Arb'42.5" CAL. B&BYYQBSwamp White Oak / Quercus bicolor53" CAL. B&BYYCODECOMMON / BOTANICAL NAMEQTYSIZENATIVE PLANTSPOLLINATOR FRIENDLYSHRUBSBG2Green Mountain Boxwood / Buxus x 'Green Mountain'1107 GAL.NNCADwarf Red Twig Dogwood / Cornus sericea 'Alleman's Compact'1555 GAL.YYJHHetzi Column Juniper / Juniperus chinensis 'Hetzii Columnaris'157 GAL.NNJMManey Juniper / Juniperus chinensis 'Maneyi'95 GAL.NNPEEnci Mugo Pine / Pinus mugo 'Enci'893 GAL.NNRGGro-Low Fragrant Sumac / Rhus aromatica 'Gro-Low'672 GAL.YYPLANT SCHEDULESYMBOLQTYCOMMON / BOTANICAL NAMESIZEGROUND COVERS7,169 sfPrairie Nursery / No Mow Lawn Seed Mix---** DROUGHT TOLERANT MIX OF:HARD FESCUE (FESTUCA BREVIPILA, F. LONGIFOLIA)SHEEP FESCUE (FESTUCA OVINA)CHEWINGS FESCUE (FESTUCA COMMUTATA)RED FESCUE (FESTUCA RUBRA)CREEPING RED FESCUE (FESTUCA RUBRA, SUBSP. RUBRA)L1.1LANDSCAPE PLANNOTES & DETAILSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540724904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERREVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallRDRAWN @ ? sizePERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT3DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALSHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENT4THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALTREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH NYLON STRAPPING WITHGROMMETS. ALTERNATE STABILIZING METHODS MAY BEPROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FORMULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENT5FINISHED GRADE18" - VERIFY W/ PLANDRAWN @ ? sizeAGGREGATE MAINTANENCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDESAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIORTO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIEDCOMPACTED SUBGRADE1FINISHED GRADE18" - VERIFY W/ PLANDRAWN @ ? sizeSHREDDED MULCH MAINTANENCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF SHREDDED CYPRESS MULCH ASSPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC ASSPECIFIEDCOMPACTED SUBGRADE2 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC12" PVC12" Storm Main (Per Rec.)12" PVC (Per Rec.)12" PVC10" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542BASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)PID: 0511821420032Address: 7000 56th Avenue NorthPID: 0511821420067Address: 7000 56thAvenue NorthINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.INLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYP.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVCFound 1/2 InchOpen Iron PipeFound 1/2 InchOpen Iron PipeFound 1/2 Inch Iron Pipe w/ Cap No. 58542 Found 1/2 Inch IronPipe w/ Cap No. 58542Found Mag NailFound 1/2 Inch IronPipe w/ Cap No. 58542Bituminous Parking LotBituminous Parking Lot AccessAccessAccessAccessConcrete SidewalkConcrete SidewalkConcrete WalkwayBituminous Parking LotBituminous Parking Lot BituminousParking LotConcreteBASS LAKE ROAD(COUNTY ROAD NO. 10)57TH AVENUE NORTH(A Public R/W)INLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPPERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEINLET PROTECTION ATPROPOSED CATCH BASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.1SWPPP - PROPOSEDCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:SWPPP LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.EX. 1' CONTOUR ELEVATION INTERVAL112501" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTIONFLOW24" 24" 24"MIN. 6"6"SEDIMENT FENCEN T SFILTER FABRIC WITHWIRE SUPPORT NETAS SPECIFIED.METAL POSTAS SPECIFIED.SUPPORT NET: 12 GAUGE4"X4" WIRE HOOKED ONTOPERFORMED CHANNELSON POSTS AS SPECIFIED.EXISTING GROUNDSURFACEMETAL POSTS8'-0" O.C. MAX.CARRY WIRESUPPORT NETDOWN INTOTRENCHANCHOR FABRICWITH SOIL, TAMPBACKFILLFILTER FABRIC ASSPECIFIED SECURETO WIRE SUPPORTNET WITH METALCLIPS 12" O.C.2TYPICAL STAPLE #8GAUGE WIRE1 1/2"10"NOTE:1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL.EROSION BLANKETN T SPLACE STAPLES 2 FEET APART TO KEEPMATTING FIRMLY PRESSED TO SOIL.'D' EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH AND TAMPED.DOUBLE ROW OF STAPLES'C' OVERLAP: BURY UPPEREND OF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OF TOPSTRIP 4" AND STAPLE'B' TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES, 10"SPACING, 4" DOWN FROM TRENCH'A' BURY THE TOP END OF THE MATTINGIN A TRENCH 4" OR MORE IN DEPTH'E' OVERFALL5PROFILEPLANTO CONSTRUCTION AREAN T SSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOUNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TOTHE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAYGEOTEXTILE FILTER FABRIC6" MIN. CRUSHED STONE75' MINIMUMEXISTINGUNDISTURBEDROADWAYTO CONSTRUCTION AREA 30' FROM EDGE OF ROADTO FRONT OF SPEED BUMP35' R .35' R.4" HIGH, 18"WIDE SPEEDBUMPFINISHEDGRADE6FLOWSEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLYDECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITECONTRACTOR TO MAINTAIN PROPER FUNCTION.8" MIN.EXISTING GROUND SURFACEWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHENINSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDESANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C.FILTER FABRIC AS SPECIFIEDFILLER AS SPECIFIEDFILL UPSTREAM BASE EDGEWITH 2" OF DIRT OR COMPOSTTO EMBED ROLL.3NOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACHSTORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACKN T SOVERFLOW IS 12 OF THE CURB BOX HEIGHTOVERFLOW AT TOP OF FILTER ASSEMBLYEXISTING CURB, PLATE, BOX,AND GRATEDANDY CURB SACK ORAPPROVED EQUIVALENTHIGH-FLOW FABRIC1= DIRECTION OF SURFACE FLOWPLANINLET PROTECTION ROCK FILTERN T SPROPOSED FUTURE CURBAGGREGATEBASE1 12" WASHEDGRAVEL FILTERAGGREGATE BACKFILLSTEEL PLATEIN PLACECATCHBASIN8-12" MINIMUMDEPTH4 SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THEPROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALLDETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THEMPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUTCONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALLSWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITESOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNINGAGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTIONPLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOWLOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITEVEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE(3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDSAFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THEACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OFEROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TOCONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLEFOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAININGDOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR ASSOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PERSECTION 21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNERIS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUSTCOMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE AJUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE INELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER 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 WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMITIN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BEINITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ONTEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUSTPROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOILAREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURSDURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETESTABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION INTHAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USEAS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITEAND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFERZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTILTHEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFYTHESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILLDRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENTCONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOTCOMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTIONUNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.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 MUSTDOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENTSEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. 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 LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES,JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONSIN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINSALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USECONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECTTREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOCPRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASINDRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNERTHAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANTADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FORDISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THENEXT 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.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHESAND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACEWATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL ANDSTABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TOOBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTERSYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT 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 TOUSERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENTWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THEPROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.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 IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.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. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONSARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALLFOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINEDRAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, ORA WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTSWHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSEDTO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNEDTO MINIMIZE CONTACT WITH STORMWATER.3.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 OTHERDISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH.7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKEDOVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSUREADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUSTREPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.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 SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEESMUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENTLIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENTSO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUSTPROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUSTINSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRINGTHE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHERPARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALLAREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOTREQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROLBMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THEMPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEESMUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111(OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDINGRATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECTAND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.REVISION SUMMARYDATEDESCRIPTIONWELLS FARGO BANK, N.A.MAC D1116-L101525 WEST W.T. HARRIS BLVDCHARLOTTE, NC 28262PROPERTY ADMIN(BE #102641)PROPERTYADMIN@WELLSFARGO.COMPROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING COMMERCIAL BANK AND PARKING LOTS INTO A FIVE STORYMULTI-FAMILY HOUSING BUILDING WITH UNDERGROUND PARKING, SURFACE PARKING, OUTDOOR AMENITY SPACES,DOG PARK AND PUBLIC REALM IMPROVEMENTS. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS AS THERE ARE NO WATER BODIES ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO MEADOW-LAKE - MEADOW-LAKE IS IDENTIFIED AS ANIMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEADOW-LAKE IS IMPAIRED FORNUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS. BECAUSE THIS WATER BODY IS LOCATED WITHIN ONEMILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE ASFOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 1/3/2025EXPIRATION: 5/31/2028 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.4SWPPP - ATTACHMENTSATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTSOILS INFORMATIONGENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7).SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT?NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY?YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDEDTO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE?YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANYPERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM.N/ADEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING?NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER?NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS?YES2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHERTREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVEOR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATIONEVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATERPOND)?YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.REVISION SUMMARYDATEDESCRIPTIONPROJECT LOCATIONADDRESS7000 56TH AVENUE NORTHCITY/TOWNSHIPCRYSTALSTATEMINNESOTACOUNTYHENNEPINZIP CODE55428PROJECT SIZE2.2 ACRESLATTITUDE/LONGITUDE OF APPROX.CENTROID OF PROJECT45.055170736235446, -93.36938680505858METHOD OF LAT/LONG COLLECTIONONLINE TOOLPROJECT TYPERESIDENTIALIMPERVIOUS SURFACES (ACRES)EXISTING1.8PROPOSED1.8DIFFERENCE0.1ESTIMATED CONSTRUCTION TIMELINESTARTFALL 2026ENDSPRING 2027CONSTRUCTION ACTIVITYFIVE STORY MULTI-FAMILY HOUSINGBUILDING WITH UNDERGROUND PARKING,SURFACE PARKING, OUTDOOR AMENITYSPACES, DOG PARK AND PUBLIC REALMIMPROVEMENTS. SITE, GRADING, UTILITYAND LANDSCAPE IMPROVEMENTS WILLOCCUR.SOIL TYPESSAND SOILSMAP UNIT SYMBOLMAP UNIT NAMED64BURBAN LAND-HUBBARDCOMPLEX, MISSISSIPPIRIVER VALLEYU4AURBANLAND-UDIPSAMMENTS (CUT& FILL LAND) COMPLEXRECEIVING WATER BODIESWATER BODY IDNAME OF WATER BODYWATER BODY TYPESPECIAL WATER (Y/N)IMPAIRED WATER (Y/N)127-0057-00MEADOWLAKENYSITE LOCATION MAP -EROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G.,WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. INLET PROTECTIONS WILL BE INSTALLED AT ALL INLETS ON SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):N/A, NO STORMWATER CONVEYANCE CHANNELS ON SITE.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOILSTABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD.5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)THERE ARE NO PIPE OUTLETS ON PROJECT SITE.6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED.7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER.THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASEDFOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTERCONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE.8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS,HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TOSPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE. INLET PROTECTION WILL BE INSTALLED AT ALL INLETS ONSITE.2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY.3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS.4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINALSTABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED.7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:NO SURFACE WATER IS AFFECTED BY THE PROJECT.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL ORIMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/A COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERSW1.5SWPPP - ATTACHMENTSATTACHMENT C - CHAMBERFACILITY MANAGEMENT SCHEDULE1.ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES ANDOTHER STORM WATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUSTBE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALLACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORM WATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS,INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATIONREMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANYSTRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.2.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURINGTHE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTERRAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER ANDDEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION ISREMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENTHAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCEMUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT ANDTHAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NOEROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION.MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOILCOMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT).3.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGECAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLETSTRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS.ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS AREIN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FORMORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL ASEROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THEPROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3.IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7.PROPOSED AMENDMENTS TO THE SWPPP:8.POTENTIAL AREAS OF FUTURE CONCERN:9.ADDITIONAL COMMENTSY N N/AY NREVISION SUMMARYDATEDESCRIPTION Checked By:Revisions# Date CommentsDate:11/24/202536x44These drawings are for conceptual use only and are notintended for construction. Fixture runs and quantitiesshould be verified prior to order. Values representedare an approximation generated from manufacturersphotometric inhouse or independent lab tests with datasupplied by lamp manufacturers.7000 56th AveCrystal, MNDrawn By: Joe FreySales Agent: Steve HahnAs ShownLS952-4358-2Scale: 1 inch= 20 Ft.P1MH = 25ftMH = 25ftP1RMH = 12ftRMH = 12ftRMH = 12ftRMH = 12ftRMH = 12ftMH = 25ftP1R1MH = 10ftR1MH = 10ftMH = 12ftWP12CYLMH = 8ft CenterCYLMH = 8ft CenterCYLMH = 8ft CenterCYLMH = 8ft CenterMH = 8ft CenterCYLCYLMH = 8ft CenterMH - 1ft BottomCYL-UPMH - 1ft BottomCYL-UPCYL-UPMH - 1ft BottomMH - 1ft BottomCYL-UPMH = 25ftP1P2AMH = 25ft0.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.10.00.00.00.00.10.10.20.30.20.00.10.20.40.60.60.10.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.50.70.60.50.30.20.10.50.10.60.60.50.40.40.20.40.20.20.00.00.00.00.20.30.10.20.10.10.10.00.10.10.11.30.20.20.10.10.10.10.10.30.10.10.30.40.50.10.10.40.50.10.10.10.00.00.10.10.10.00.00.10.10.10.10.00.10.10.10.01.70.33.04.92.32.54.92.03.90.14.54.83.72.00.80.13.64.00.82.23.21.90.25.32.20.80.30.30.30.30.61.22.94.5 3.57.20.43.36.30.00.10.10.10.10.10.20.30.37.12.00.14.14.63.62.00.80.20.26.74.60.13.80.20.70.00.51.84.24.53.71.90.70.04.72.10.21.22.12.52.31.60.90.00.21.02.22.10.01.50.90.00.11.42.73.12.71.80.91.84.80.81.11.01.21.62.32.20.01.12.53.54.94.55.15.75.13.42.42.42.93.33.63.54.31.40.91.51.61.51.71.81.50.90.50.52.00.92.32.00.00.00.00.92.03.64.44.34.70.61.37.08.78.86.43.83.80.00.50.70.80.00.95.32.23.95.15.36.89.49.06.43.62.60.85.20.03.54.14.24.65.35.85.04.34.95.36.05.94.22.20.00.31.62.12.32.53.03.91.15.94.54.04.54.74.02.41.11.54.92.90.00.04.03.73.92.21.01.75.41.90.01.64.52.51.43.12.51.92.14.70.01.02.63.43.12.41.61.42.31.60.01.63.94.73.92.51.21.34.51.50.14.70.00.51.21.51.51.10.60.30.11.30.11.70.30.30.92.80.811.90.00.00.00.40.10.40.91.13.20.90.01.63.94.73.82.20.10.42.10.20.01.12.63.22.81.80.70.30.20.80.54.72.51.91.10.30.10.61.82.71.42.00.10.92.63.93.93.01.50.00.10.53.22.30.00.84.64.73.82.00.70.00.22.24.34.82.52.13.30.00.11.73.33.93.32.11.00.10.13.80.34.82.50.00.10.53.14.54.43.32.53.40.04.70.82.23.13.12.62.13.30.00.51.34.63.01.50.00.10.53.44.74.63.31.50.21.90.62.24.44.53.31.50.60.10.10.53.44.90.1Luminaire ScheduleSymbolQtyLabelCalculation SummaryLabelArrangementDescriptionLLFLuminaire LumensCalcTypeUnitsAvgMaxLuminaire WattsTagMinAvg/MinMax/MinProp LineIlluminanceFc0.11.30.0N.A.N.A.SiteIlluminanceFc2.31P2A2 @ 90 degreesMRS-LED-24L-SIL-FT-40-70CRI-IL0.9001530019611.90.0MH = 25ftN.A.N.A.LotIlluminanceFc4CYL-UPSingleBLADE DOWN LARGE 24W 3000K 8Â°0.900102723.1MH - 1ft Bottom6CYLSingleBLADE DOWN MEDIUM 11W 3000K 45Â°0.90065910.2MH = 8ft Center1WP12SingleXWS-LED-02L-SIL-4-40-70CRI0.900201013MH = 12ft2R1SingleLAD6-LED-14L-40-TR6RWW-SF-HAZ0.900116114MH = 10ft5RSingleLAD6-LED-14L-40-TR6RWW-SF-HAZ0.900116114MH = 12ft4P1SingleMRS-LED-24L-SIL-FT-40-70CRI-IL0.90015300196MH = 25ft3.09.40.310.031.3 8" VCP (Per Rec.)8" VCP8" VCP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)21" RCP21" RCP (Per Rec.)18" RCP (Per Rec.)10" VCP (Per Rec.)24" PCCP (Per Rec.)Wat. Serv.(Per Rec.)12" RCP12" PVC2600.00BASS LAKE ROAD(COUNTY ROAD NO. 10)(A Public R/W)(Width Varies)57TH AVENUE NORTH(A Public R/W)KENTUCKYAVENUE NORTH(A Public R/W)300'300'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION11/10/2025CITY SUBMITTAL11/25/2025CITY SUBMITTAL - Rev 1PROJECT MANAGERPATRICK SARVERCONTACT NUMBER612-615-0060 EXT. 702DRAWN BYTK, JHREVIEWED BYPATRICK SARVERPROJECT NUMBER253797000 56TH STREET 7000 56TH AVE N, CRYSTAL, MN 55428 YELLOW TREE DEVELOPMENT, LLC 1834 EAST 38TH STREET, MINNEAPOLIS, MN 5540744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11/10/25Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNERUTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONEX 1.0EXHIBIT 1 - HYDRANTCOVERAGE EXHIBIT01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallR01" = 40'-0"40'-0"20'-0"N1HYDRANT COVERAGE EXHIBIT - 300' RADIINTSEXISTINGHYDRANTPROPOSEDHYDRANTEXISTINGHYDRANTEXISTINGHYDRANT7.5' MINIMUM 2.0'7.5' MIN. COVERFIRE HYDRANTN T S1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHYLENE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODS4" X 4"VERTICALBLOCK6" GATE VALVEMECH. JOINTS6" DIP LEADTEE4" X 4"THRUSTBLOCKFINISH GRADETRAFFIC FLANGE 2"ABOVE GRADEREFER TO DETAILHYDRANT, HEIGHTVARIESHYDRANT MARKER8" CONCRETETHRUST BLOCKS2HYDRANTS ON PRIVATE PROPERTY TO BEINSTALLED AND MAINTAINED BY YELLOW TREE. UP FDFDFD173'-4" 24'-0"18'-0"24'-0"36'-0"24'-0"36'-0"24'-0"18'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0"9'-0"8'-0"8'-0"8'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" P1 LEVEL PARKING 183 STALLS TOTAL 6 ADA 5 COMPACT TWO WAY TWO WAY TWO WAY MATCHLINESTAIR B SERV. ELEV. VEST. AMENITY (UNDER RAMP) MECHANICAL/ WATER ROOM DN UP SLOPED AREA SLOPED PARKING <1%184'-8"173'-4"RAMPTO L1 PARKING ENTRYNPLAN NORTH92' - 0"92' - 0"92' - 0"16'-0"9'-0" 9'-0" 9'-0"89' - 6"88' - 11"88' - 9"88' - 8"88' - 2"88' - 6"86' - 8"88' - 9"89' - 6"87' - 11"87' - 4"88' - 8"88' - 8"86' - 0"86' - 0"85' - 8"86' - 0"86' - 4"FDFDFD A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A0.1 ARCHITECTURAL FLOOR PLANS P1-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL P1 -A 1" = 80'-0" LEVEL P1 -KEY PLAN -A FDFDUP FDFDFD9'-0" 9'-0" 9'-0"9'-0"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"18'-0"24'-0"36'-0"24'-0"36'-0"24'-0"18'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0" 9'-0" 28'-2" 188'-8"184'-8"MATCHLINEUP SLOPED AREA SLOPED PARKING <1%TWO WAY TWO WAY TWO WAYTWO WAYMECHANINCAL/ BACK OF HOUSE 183 STALLS TOTAL 6 ADA 5 COMPACT P1 LEVEL PARKING STAIR A VEST. ELEV. 188'-8" MECHANINCAL/ BACK OF HOUSE9'-0"NPLAN NORTH89' - 6"86' - 0"89' - 2"89' - 6"89' - 2"89' - 6"89' - 6"89' - 6"88' - 9"87' - 4"86' - 0"88' - 9"85' - 8"86' - 4"85' - 8"86' - 4"86' - 0"86' - 0"87' - 4"88' - 9"89' - 6"FD FD FD FD FD FD A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A0.2 ARCHITECTURAL FLOOR PLANS P1-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL P1 -B 1" = 80'-0" LEVEL P1 -KEY PLAN -B UP UP 83'-4 5/8"28'-8 3/4"56'-2 5/8" 72'-11 7/8" 78'-6 5/8" 30'-10 5/8" 172'-11"MATCHLINESTAIR B SERV. ELEV. DNRAMPTO P1 PARKING LEVELLOADING AREA TRASH ROOM FFE 99'-0" FFE 103'-0" FFE 103'-0" ELEC. ROOM CORRIDOR PRIVATE PATIOS CENTRAL GREEN AREA NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 46'-11 5/8"33'-8 1/4"15'-0 1/2"132'-10 1/2"147'-11"97' - 6"96' - 6"97' - 6"99' - 0"99' - 0"99' - 0"FFE 99'-0" FFE 99'-0" FFE 103'-0" FFE 103'-0"103' - 0"BIKE STORAGE A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A1.1 ARCHITECTURAL FLOOR PLANS 1-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 1 -A 1" = 80'-0" LEVEL 1 -KEY PLAN -A UP UP 109'-2 123/128"MATCHLINESTAIR A ELEV. FITNESS LOBBY PACKAGE OUTDOOR COVERED ENTRY AREA CENTRAL GREEN AREA PRIVATE PATIOS UP DN FFE 100'-0" FFE 100'-0" FFE 103'-0" UP ADA RAMP SEE CIVIL SITE PLAN FOR EXTERIOR DESIGNSEE CIVIL SITE PLANFOR EXTERIOR DESIGNSTORAGE CORRIDOR MAIN ENTRY17'-6 1/8"NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 5'-10 123/256" 135'-3 1/8" 28'-8 3/4" 24'-0 5/8" 193'-10 251/256" 33'-5 3/4"57'-9 169/256" 25'-10 1/8"65'-9 5/8"28'-8"34'-10 1/2"FFE 103'-0" FFE 100'-0" FFE 100'-0" FFE 100'-0" FFE 103'-0" FFE 103'-0" FFE 100'-0"103' - 0"103' - 0"A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A1.2 ARCHITECTURAL FLOOR PLANS 1-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 1 -B 1" = 80'-0" LEVEL 1 -KEY PLAN -B 173'-1 3/8"147'-4 3/4"MATCHLINESTAIR B SERV. ELEV. STAIR B SERV. ELEV. TR./ REC. ELEC. ROOM CORRIDOR NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 56'-2 5/8" 28'-8 3/4" 88'-2"15'-0"117'-4 3/4"15'-0"5'-0"26'-0 1/8"38'-8 5/8"5'-0"38'-6 1/4"30'-3 3/4"15'-0"78'-6 5/8" 31'-1 1/4" FFE 116'-0" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A2.1 ARCHITECTURAL FLOOR PLANS 2-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 2 -A 1" = 80'-0" LEVEL 2 -KEY PLAN -A MATCHLINESTAIR A ELEV. AMENITY ROOM AMENITY DECK CORRIDOR AMENITY DECK PVT. PATIOS SPA STORAGE NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 3 BEDROOM UNIT 25'-10 1/8"66'-0 1/4"29'-1 1/4"26'-6 3/4"15'-0"5'-0"27'-8 149/256" 6 '-6 "3 6 '-1 0 8 5 /1 2 8 "15'-0"116'-8 1/8"15'-0"41'-5 13/16" 87'-5" 28'-8 3/4" 24'-0 5/8" 181'-8 3/16"131'-8 1/8"FFE 116'-0" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A2.2 ARCHITECTURAL FLOOR PLANS 2-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 2 -B 1" = 80'-0" LEVEL 2 -KEY PLAN -B 173'-1 3/8"147'-4 3/4"MATCHLINESTAIR B SERV. ELEV. TR./ REC. ELEC. ROOM CORRIDOR NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 56'-2 5/8" 28'-8 3/4" 83'-2" 5'-0"15'-0"117'-4 3/4"15'-0"38'-6 1/4"30'-3 3/4"15'-0"78'-6 5/8" 31'-1 1/4" 5'-0" 38'-8 5/8" 26'-0 1/8" 5'-0" FFE 126'-7 7/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A3.1 ARCHITECTURAL FLOOR PLANS 3-4-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVELS 3-4 -A 1" = 80'-0" LEVEL 3 -KEY PLAN -A 132'-9 13/16"182'-4 121/256"MATCHLINESTAIR A ELEV. CORRIDOR STORAGE NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 6 '-6 "3 6 '-1 0 8 5 /1 2 8 "5'-0"27'-8 149/256"15'-0"117'-9 13/16"42'-2 25/256" 87'-5" 28'-8 3/4" 24'-0 5/8"29'-1 1/4"26'-6 3/4"15'-0"25'-10 1/8"66'-0 1/4"15'-0"FFE 126'-7 7/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A3.2 ARCHITECTURAL FLOOR PLANS 3-4-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVELS 3-4 -B 1" = 80'-0" LEVEL 3 -KEY PLAN -B 173'-1 3/8"147'-4 3/4"MATCHLINESTAIR B SERV. ELEV. TR./ REC. ELEC. ROOM CORRIDOR NPLAN NORTH 2 BEDROOM UNIT 1 BEDROOM + D UNIT 3 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 56'-2 5/8" 28'-8 3/4" 83'-2" 5'-0"15'-0"117'-4 3/4"15'-0"38'-6 1/4"30'-3 3/4"15'-0"78'-6 5/8" 31'-1 1/4" 5'-0" 38'-8 5/8" 26'-0 1/8" 5'-0" FFE 148'-5 5/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A5.1 ARCHITECTURAL FLOOR PLANS 5-A CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 5 -A 1" = 80'-0" LEVEL 5 -KEY PLAN -A 171'-6 43/128"MATCHLINESTAIR A ELEV. CORRIDOR STORAGE NPLAN NORTH 1 BEDROOM + D UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM + D UNIT 1 BEDROOM + D UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 1 BEDROOM UNIT 2 BEDROOM UNIT 2 BEDROOM UNIT 31'-3 123/128" 87'-5" 28'-8 3/4" 24'-0 5/8" 25'-10 1/8"66'-0 1/4"29'-1 1/4"26'-6 3/4"15'-0"13'-0 7/32"101'-10 3/4"15'-0"129'-10 31/32"15'-0"4 '-0 "3 2 '-1 1 9 /6 4 "5'-0"27'-8 29/256" FFE 148'-5 5/8" A B N PLANNORTHCopyright 2025 DJR Architecture, Inc. A5.2 ARCHITECTURAL FLOOR PLANS 5-B CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/8" = 1'-0"1 LEVEL 5 -B 1" = 80'-0" LEVEL 5 -KEY PLAN -B LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"16'-0"10'-7 7/8"10'-7 7/8"11'-1 7/8"9'-1 1/8"7'-11 1/4"FB3 FB1 LV FB4 MTL1 FB2 BR1 PC1 FB1 PC1 WD1 FB4 RL1 BAL BR1 FB3 FB1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"7'-11 1/4"9'-1 1/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"16'-0"FB4 MTL1 FB4 MTL1 BR1 LV BAL WD1 FB3 MTL1 FB2 FB4 LV PC1SF1PT1FB3 FB1 FB4 BR1 MTL1 OVHD PC1 FB1 OVHD BR1 MAIN ENTRY OUTDOOR COVERED AREA N PLANNORTHCopyright 2025 DJR Architecture, Inc. A6.0 ELEVATION -NORTH & EAST CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/16" = 1'-0"1 EXTERIOR ELEVATION -NORTH 1/16" = 1'-0"2 EXTERIOR ELEVATION -EAST 8,999 SF TOTAL SURFACE AREA 1,837 SF GLAZING SURFACE AREA: (20.4%) 20,483 SF TOTAL SURFACE AREA 4,310 SF GLAZING SURFACE AREA: (21.0%) MATERIAL KEY BR1 -Brick -Modular Hebron or similar Slate Gray SF1 -Storefront Old Castle or similar Black Anodized FB1 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cashmere Smooth Charcoal FB2 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cast Stripe (Horizontal Pattern) -Mid Gray FB3 -Fiber Cement Panel Hardie Board, Ceraclad or similar Urban Cedar -Harvest Glow FB4 -Fiber Cement Panel Hardie Board, Ceraclad or similar Zen Garden (Vertical Pattern) -Charcoal MTL1 -Metal Panel Misc. metal, coping, trim Color to match FB1 & FB4 PC1 -Precast Stone Base 10" Marcstone or similar Color to match FB1 PT1 -Paint Sherwin Williams or similar Color to match FB1 & FB4 OVHD -Overhead Sectional Door Vendor TBD Color to match FB1 & FB4 RL1 -Painted Railings Vendor TBD Color to match FB1 & FB4 SIGN -Illuminated Signage Differed Submittal to be submitted in the future BAL -Alum. Balcony w/ pickets Vestis or similar Black LV -Metal Louver Vendor TBD Color to match FB1 & FB4 WD1 -Fiberglass Window Durtex or similar Black LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"7' - 11 1/4"9' - 1 1/8"11' - 1 7/8"10' - 7 7/8"10' - 7 7/8"16' - 0"MTL1 LV FB4WD1 FB2 WD1 RL1 FB1 SIGN BR1 SF1 FB2 PC1 PT1 FB1 RL1 BAL MAIN ENTRY OUTDOOR COVERED AREA LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" ROOF TRUSS BEARING 157' -6 3/4" LEVEL 5 148' -5 5/8" T.O. ELEVATOR PARAPET 165' -6"7' - 11 1/4"9' - 1 1/8"11' - 1 7/8"10' - 7 7/8"10' - 7 7/8"16' - 0"MTL1 BR1 FB2 LV WD1 BAL FB3 FB3 PC1FB4 FB4 FB4 FB1 PC1 FB4 FB2 MTL1 RAIL N PLANNORTHCopyright 2025 DJR Architecture, Inc. A6.1 ELEVATION -SOUTH & WEST CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/16" = 1'-0"1 EXTERIOR ELEVATION -SOUTH 1/16" = 1'-0"2 EXTERIOR ELEVATION -WEST 7,892 SF TOTAL SURFACE AREA 2,327 SF GLAZING SURFACE AREA: (29.4%) 21,684 SF TOTAL SURFACE AREA 5,729 SF GLAZING SURFACE AREA: (26.4%) MATERIAL KEY BR1 -Brick -Modular Hebron or similar Slate Gray SF1 -Storefront Old Castle or similar Black Anodized FB1 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cashmere Smooth Charcoal FB2 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cast Stripe (Horizontal Pattern) -Mid Gray FB3 -Fiber Cement Panel Hardie Board, Ceraclad or similar Urban Cedar -Harvest Glow FB4 -Fiber Cement Panel Hardie Board, Ceraclad or similar Zen Garden (Vertical Pattern) -Charcoal MTL1 -Metal Panel Misc. metal, coping, trim Color to match FB1 & FB4 PC1 -Precast Stone Base 10" Marcstone or similar Color to match FB1 PT1 -Paint Sherwin Williams or similar Color to match FB1 & FB4 OVHD -Overhead Sectional Door Vendor TBD Color to match FB1 & FB4 RL1 -Painted Railings Vendor TBD Color to match FB1 & FB4 SIGN -Illuminated Signage Differed Submittal to be submitted in the future BAL -Alum. Balcony w/ pickets Vestis or similar Black LV -Metal Louver Vendor TBD Color to match FB1 & FB4 WD1 -Fiberglass Window Durtex or similar Black LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6"3'-0"13'-0"10'-7 7/8"10'-7 7/8"11'-1 7/8"10'-7 7/8"6'-4 1/2"MTL1 LV FB3 FB4 WD1 RL1 FB1 BR1 BAL PT1 LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6"6'-4 1/2"10'-7 7/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"13'-0"3'-0"FB4 FB4 MTL1 FB3 FB2 RL1 FB1 FB1 BR1 BAL WD1 LV N PLANNORTHCopyright 2025 DJR Architecture, Inc. A6.2 ELEVATION -NORTH & SOUTH COURTYARD CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 3,987 SF TOTAL SURFACE AREA 919 SF GLAZING SURFACE AREA: (24.0%) 4,819 SF TOTAL SURFACE AREA 1,154 SF GLAZING SURFACE AREA: (26.4%) MATERIAL KEY BR1 -Brick -Modular Hebron or similar Slate Gray SF1 -Storefront Old Castle or similar Black Anodized FB1 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cashmere Smooth Charcoal FB2 -Fiber Cement Panel Hardie Board, Ceraclad or similar Cast Stripe (Horizontal Pattern) -Mid Gray FB3 -Fiber Cement Panel Hardie Board, Ceraclad or similar Urban Cedar -Harvest Glow FB4 -Fiber Cement Panel Hardie Board, Ceraclad or similar Zen Garden (Vertical Pattern) -Charcoal MTL1 -Metal Panel Misc. metal, coping, trim Color to match FB1 & FB4 PC1 -Precast Stone Base 10" Marcstone or similar Color to match FB1 PT1 -Paint Sherwin Williams or similar Color to match FB1 & FB4 OVHD -Overhead Sectional Door Vendor TBD Color to match FB1 & FB4 RL1 -Painted Railings Vendor TBD Color to match FB1 & FB4 SIGN -Illuminated Signage Differed Submittal to be submitted in the future BAL -Alum. Balcony w/ pickets Vestis or similar Black LV -Metal Louver Vendor TBD Color to match FB1 & FB4 WD1 -Fiberglass Window Durtex or similar Black 1/16" = 1'-0"1 NORTH COURTYARD -PRESENTATION 1/16" = 1'-0"2 SOUTH COURTYARD -PRESENTATION LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL P1 92' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" A LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" B C D E F G H J K M N Q S T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6" L P RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL AMENITY RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL FITNESS 27'-6"29'-2"29'-2"29'-2"29'-2"29'-2"29'-2"29'-2"29'-2"5'-6"23'-8"19'-6"21'-8"8'-4"22'-6" PARKING6'-4 1/2"10'-7 7/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"13'-0"3'-0"8'-0"LEVEL 1 100' -0" LEVEL 2 116' -0" LEVEL P1 92' -0" LEVEL 3 126' -7 7/8" LEVEL 4 137' -3 3/4" 1 LEVEL 5 148' -5 5/8" LEVEL 1.5 103' -0" 3 4 5 6 8 132 1415 T.O. ROOF SHEATHING 159' -1 1/2" T.O. ELEVATOR PARAPET 165' -6" RESIDENTIALRESIDENTIAL RESIDENTIALRESIDENTIAL RESIDENTIALRESIDENTIAL RESIDENTIALRESIDENTIAL COMMONRESIDENTIAL PARKING PARKING6'-4 1/2"10'-7 7/8"11'-1 7/8"10'-7 7/8"10'-7 7/8"13'-0"3'-0"8'-0"2'-2"16'-8"29'-4"29'-4"29'-8"29'-0"29'-8"16'-8"2'-2" N PLANNORTHCopyright 2025 DJR Architecture, Inc. A7.0 SECTIONS -NORTH & EAST CRYSTAL, MN CRYSTAL HOUSING 25-072 11/25/25 SITE PLAN APPLICATION SUBMISSION REV 1 1/16" = 1'-0"1 NORTH/SOUTH SECTION 1/16" = 1'-0"2 EAST/WEST SECTION