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HomeMy WebLinkAboutPlanning Commission - 01/10/2022AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, January 10, 2022 - 7:00 P.M. PLANNING COMMISSION MEMBERS: John Kirk, Ann Higgins, Andrew Pieper, Ed Farr, Michael DeSanctis, Carole Mette, William Gooding, Rachel Markos, Robert Taylor STAFF MEMBERS: Julie Klima, Community Development Director; Rod Rue, City Engineer; Matt Bourne, Manager of Parks and Natural Resources I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE -- ROLL CALL III. APPROVAL OF AGENDA IV. MINUTES A. Approval of the Minutes for the December 13, 2021 meeting V. PUBLIC HEARINGS A. BLUE STEM NORTH Request for: • Guide Plan Change from TOD to Parks and Open Space on 11.17 acres • Planned Unit Development Concept Review on 15.28 acres • Planned Unit Development District Review with waivers on 15.28 acres • Zoning Change from OFC to TOD-R on 5.79 acres and from OFC to P/OS on 11.17 acres • Site Plan Review on 15.28 acres • Preliminary Plat of 2 lots and 2 outlots on 16.96 acres VI. PLANNERS’ REPORT VII. MEMBERS’ REPORTS VIII. ADJOURNMENT UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY, DECEMBER 13, 2021 7:00 PM—CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Ann Higgins, Andrew Pieper, Ed Farr, Michael DeSanctis, Rachel Markos, Carole Mette, William Gooding, Robert Taylor CITY STAFF: Julie Klima, Community Development Director; Matt Bourne, Manager of Parks and Natural Resources; Rod Rue, City Engineer; Kristin Harley, Recording Secretary I. CALL THE MEETING TO ORDER Chair Pieper called the meeting to order at 7:00 p.m. II. PLEDGE OF ALLEGIANCE – ROLL CALL III. APPROVAL OF AGENDA MOTION: DeSanctis moved, seconded by Higgins to approve the agenda. MOTION CARRIED 9-0. IV. MINUTES MOTION: Kirk moved, seconded by Taylor to approve the minutes of November 8, 2021 amended to correct the vote in Item V2 to 8-1 with one nay vote. MOTION CARRIED 9-0. V. PUBLIC HEARINGS A. NOR-SON EDEN PRAIRIE OFFICE Request for: • Guide Plan Change from Regional Commercial to Office on 1.66 acres • Planned Unit Development Concept Review on 1.66 acres • Planned Unit Development District Review with waivers on 1.66 acres • Site Plan Review on 1.66 acres Jesse Hopkins, Nor-Son project architect, presented a PowerPoint and detailed the application. The existing at-grade parking lot on this site would be converted to an office building for Nor-Son and company parking. Hopkins displayed the PLANNING COMMISSION MINUTES December 13, 2021 Page 2 approach from Market Place Drive. The existing condition survey showed the property could be accessed directly from Market Place Drive or from the easement on the adjacent property. The geo-technical report indicated the fill soils ranged from a depth of four to nine feet and would need to be excavated and recompacted for this development. All would be demolished and opened up. Hopkins displayed the site plan showing the building placement and the parking layout. There was preferred parking for carpools and bike racks. As a part of the PUD waiver process the applicant was requesting a waiver from 35 feet to 20 feet along the freeway frontage. The applicant was working actively with the Watershed District to develop a stormwater treatment plan. All storm water was presently untreated, flowing into catch basins and then into drains, whereas the plan would have it be treated in an underground storage system before discharged into the sewers. 93 percent of total suspended solids and 83 percent of phosphorus would ultimately be treated. The development would reduce the impervious area by 9,000 square feet. The utility plan showed the water service being looped through the property and the sanitary connection would tie into the existing sewer at Market Place Drive. The applicant was seeking a second waiver to increase the amount of Class II materials, utilizing natural stone, architectural concrete, masonry with cast stone accents, architectural glazing and two different profiles of anodized aluminum metal cladding. Class II materials were limited by City Code to 25 percent, but the applicant sought an increase to 29-35 percent per façade. Hopkins displayed an elevation rending. Farr asked if in the site plan shown if the applicant actually owned the adjacent parking stalls. Hopkins replied the title indicated these parking stalls were indeed on the applicant’s property. The stalls were typically not being used by the adjacent property. Adding these stalls to the development helped the applicant to meet the parking requirement. Farr noted there was an accessible parking stall in a non-accessible route which did not reach the front door. Hopkins replied that stall was pre-existent and there were two other accessible parking stalls in front of the building which were sufficient. Farr stated he understood this. DeSanctis asked if the architectural materials would clad all sides of the building, giving it a unified 360-degree appearance, and Hopkins replied they would. Mette asked if the building would be a multi-tenant building or company- occupied only. Hopkins replied this building would be company-occupied only; PLANNING COMMISSION MINUTES December 13, 2021 Page 3 Anderson Group was the holding company, and its subsidiaries including Nor- Son Construction would be tenants. There was an unimproved tenant space which would be acquired as well. Mette stated she at first thought she saw more parking stalls than were needed but now understood the extra stalls were already built, and her next question was answered. Hopkins replied the traffic engineer had suggested more stalls were proposed than what was needed by the occupants. Mette noted that smaller office buildings did not have the parking stall demand per square foot that a larger building would. She added the trash enclosure seemed oversized and had a roof. Hopkins replied the state required both trash and recycling, and this size was typical of what Nor-Son did for commercial developments. It was also partly driven by the state. The added roof came from Eden Prairie ordinance. Taylor asked what the frontage waiver gained the applicant. Hopkins replied the purpose of a front setback drove the request and would allow the applicant to put a building on a narrow, double-loaded lot with increased green space. The aerial photo showed nearby buildings even closer to the interstate than was being asked here. Klima presented the staff report. The applicant proposed to construct an approximately 15,400 square feet, two story office building on an existing parking lot. The proposed building would be constructed on the south side of the lot. Stormwater management and landscaping would be added to the site, decreasing the total impervious surface area. The site was zoned Office and guided for Regional Commercial. As part of the PUD, the applicant was requesting waivers for front yard setbacks along the US 212 frontage and exterior building material standards, increasing the Class II materials from 25 percent to 29 percent on one façade and up to 35 percent on another. On average the percent of Class II materials would range between 29-35 percent. She added the definition of “front yard” in City Code was any frontage adjacent to any street right-of-way. Staff recommended approval. Mette asked if the fiber cement proposed was a Class I material. Klima replied this was true only in the high-density residential districts. Mette asked if acquiring the parking stalls to the north put the other, adjacent property out of compliance. Klima stated there was not a shared parking agreement so these stalls were not counted as a part of that site’s parking requirement. MOTION: Farr moved, seconded by Gooding to close the public hearing. Motion carried 9-0. PLANNING COMMISSION MINUTES December 13, 2021 Page 4 Farr urged the City to consider in its future Code improvements replacing conventional light-gauge sheet steel in favor of denser and more stable composite materials such as Aluminum Composite Material (ACM panels) or Metal Composite Material (MCM). He noted the waiver asked to utilize a not architectural metal which could deform, or “oil can,” due to changes in temperature. In his opinion light-gage sheet steel was not an architectural metal. Field stone historically used as foundation for a building, and he would have expected the use of brick on the piers around the building. He had no objection to the frontage waiver. Mette commended Farr’s point on architectural metals being a preferable material to the sheet metal proposed. She had observed smaller pieces being overlapped to prevent “oil canning” and this application was too large for that. Farr commended the use of a corrugated profile which would be stronger, but it was not used throughout the development. Mette asked if this quality of metal would be a condition of approval. Farr replied he would be in favor of setting a condition to use either at least 75 percent ACM or MCM. Mette agreed. Hopkins added that as an architect himself he appreciated how the City of Eden Prairie has crafted its architectural standards. He stated most of the metal profile on the proposed building was one that would not be subject to “oil canning” or metal deformation, since the metal used was not light-gauge sheet metal. The last 18 inches on the cornice was indeed made of flat metal but was far under the 25 percent required by ordinance. Kirk stated 1) the proponent was designing a building for its own organization and would therefore be careful about its appearance; 2) the magnitude of the waiver was small, so he did not see this as an issue; 3) as a metallurgist he appreciated the high-quality metal finished used. He found the waiver to be acceptable. Gooding agreed, and added that given the amount of variance sought, he struggled with the commission stipulating a different design. Mette replied she thought Kirk made good points. It had been the case in the past that comments and suggestions by commission members raised concerns that were alleviated with more information and further discussion. She was now willing to vote for the application without the stipulation but suggested the applicant take particular care to avoid “oil canning” of the metal. Pieper replied he was satisfied with Hopkins’ answer. Farr and Kirk agreed this discussion on material classes was important. MOTION: Farr moved to recommend approval of the Guide Plan Change from Regional Commercial to Office on 1.66 acres; Planned Unit Development Concept Review on 1.66 acres; Planned Unit Development District Review with PLANNING COMMISSION MINUTES December 13, 2021 Page 5 waivers on 1.66 acres; Site Plan Review on 1.66 acres based on the information outlined in plans stamp dated December 7, 2021 and the staff report dated December 13, 2021 with the added condition that the percentage of metal on the façade be brought to within the 25 percent limit of light-gauge sheet metal materials, and any additional metal on the building be a more dimensionally stable material such as MCM or ACM. Motion died for lack of a second. Markos asked if different types of metals were split within Code. Klima replied they were not; all metals were classified as Class II materials. MOTION: Kirk moved, seconded by DeSanctis to recommend approval of the Guide Plan Change from Regional Commercial to Office on 1.66 acres; Planned Unit Development Concept Review on 1.66 acres; Planned Unit Development District Review with waivers on 1.66 acres; Site Plan Review on 1.66 acres based on the information outlined in plans stamp dated December 7, 2021 and the staff report dated December 13, 2021. Motion carried 9-0. 2. CODE AMENDMENT FOR SIGNAGE Request for: • Amend City Code Chapter 11 relating to content neutrality and housekeeping revisions in signage regulations Klima stated this change was not to establish a new sign ordinance but to revise the existing code, which had not been updated in some time since being implemented in 1969. There were four objectives of the overall update: • To bring the sign code into compliance with Federal Ruling (i.e., content neutral language); • To create sign code regulations specific to newly created zoning districts (e.g., TOD and Town Center Districts); • To organize and reformat the code where necessary for user friendliness for both internal and external users; • To provide periodic and necessary housekeeping updates to reflect current sign terminology, consistence in application and where possible provide for sign code flexibility. Staff’s work plan included a comprehensive Sign Code update. Staff presented information on the Sign Code update to the City Council workshop of March 2, 2021. The update would be a two-phased approach: 1. Work on portions of the code that needed immediate attention PLANNING COMMISSION MINUTES December 13, 2021 Page 6 2. Separations into sections to prevent one portion of the project to delay another portion and avoid potential complexities Staff prioritized content neutral amendments as Phase One. The objective was to make the sign code content neutral to be in compliance with the federal ruling and remove all content-based references. Housekeeping amendments are also included in this amendment. These would be clarifying portions of the code to provide for consistency in application and enforcement of the code; clarify, reorganize, and reformat existing language; and changing themes, such as “shall” to “must,” revising reference to sections and subdivisions, adding some definitions and clarifying language. Klima displayed redlined document example showing some instances of content- neutral changes. Markos asked if the final example’s use of the term “immediate” asked for a specific definition from the City. Klima replied the City would defer to the dictionary definition and has not defined a specific time frame for the term “immediate.” Markos asked for a reason no time frames were specified. Klima replied the intention behind saying “immediate” was to have signage corrected as soon as possible, but staff would work with owners to ensure compliance. Mitigating circumstances such as supply chain interruptions demanded flexibility. Farr asked how the Code’s requirements on dynamic displays “not changing more than once every 20 minutes” would affect certain projects that had drive-throughs with menu boards that that changed perhaps every three seconds. Klima replied menu boards were regulated differently, being viewed from the interior of a site, and were not subject to the regulations for dynamic displays, which were viewed from a site’s exterior. Mette asked if a menu board’s definition was driven by its content, and Klima replied it was defined by its location. MOTION: Higgins moved, seconded by Markos to close the public hearing. Motion carried 9-0. MOTION: DeSanctis moved, seconded by Mette to recommend approval of the amendment to the City Code Chapter 11 relating to content neutrality and housekeeping revisions in signage regulations based on the staff report dated December 19, 2021. Motion carried 9-0. PLANNERS’ REPORT PLANNING COMMISSION MINUTES December 13, 2021 Page 7 2022 WORK PLAN Klima asked the commission to approve the 2022 Work Plan. She briefly summarized the Plan: • Code amendments (for example sign code amendment and implementation of the Comprehensive Plan • Training curriculum for new and recurring commissioners • Electronic plan review implementation (which went live) • 2023 Work Plan in fourth quarter She also distributed the 2022 Planning Commission meeting dates. Pieper asked if Farr would like to have a discussion on architectural metal as a part of the 2022 Work Plan. Farr replied he would like to have staff review that. DeSanctis asked for more information about how the City complied with new Green Codes, newer regulations and sustainability efforts. Klima replied the Sustainability Coordinator would be addressing that. Farr stated he believed sustainability was on at least one staff checklist, and Klima replied there was a development review handbook which outlined all submittal requirements. It had been updated for 2022 and included a menu of options for sustainability efforts. Farr stated he supported DeSanctis in specifying what was mandated by law, what was technologically emergent, and technologically adaptive. DeSanctis urged there be less “siloing” of commissions and stated he would welcome having the Sustainability Commission meet with the Planning Commission. Kirk agreed. Higgins added she noticed the Heritage Preservation Commission was also listed and asked if staff could explore shared issues and concerns there as well. MOTION: Mette moved, seconded by Kirk to approve the 2022 Work Plan and 2022 Meeting Schedule with commentary noted. Motion carried 9-0. MEMBERS’ REPORTS VI. ADJOURNMENT MOTION: Gooding moved, seconded by DeSanctis to adjourn. Motion carried 9-0. The meeting was adjourned at 8:02 p.m. STAFF REPORT TO: Planning Commission FROM: Beth Novak-Krebs, Senior Planner DATE: January 6, 2022 SUBJECT: Blue Stem North APPLICANT: Greco Properties LOCATION: 6901 Flying Cloud Drive REQUEST: • Guide Plan Change from TOD to Parks and Open Space on 11.17 acres • Planned Unit Development Concept Review on 15.28 acres • Planned Unit Development District Review with waivers on 15.28 acres • Zoning Change from Office to TOD-R on 5.79 acres and from Office to P/OS on 11.17 acres • Site Plan Review on 15.28 acres • Preliminary Plat of 2 parcels into 2 lots and 2 outlots on 16.96 acres BACKGROUND The applicant is requesting approval to construct a 237-unit apartment building and a 188-unit apartment building at 6901 Flying Cloud Drive. The property is located at the corner of W. 70th Street and Flying Cloud Drive just west of the Golden Triangle LRT Station. The surrounding uses include industrial uses to the south and north; industrial, transit and gymnasium uses to the east and residential to the west across Highway 212. The property is a total of 16.96 acres and includes the parcel north of the LRT station and the 15.28-acre project site west of the LRT station. There are wetland areas on the parcel north of the LRT Station and on the south and east sides of the project site. The wetland areas cover 11.17 acres. The applicant is proposing to plat the wetland areas as outlots and deed the outlots to the City for preservation and protection as open 15.28 acres 1.68 acres Staff Report – Blue Stem North Page 2 2 space. Of the 15.28-acre project site, only the 5.79 acres in the northwest corner is developable. In 2007, a 128,000 square foot office building was approved for this site. The foundation was constructed, however; the developer then decided not to continue with the construction of the building. COMPREHENSIVE PLAN AMENDMENT, ZONING, AND PLAT The entire property is currently guided Transit Oriented Development (TOD). Given the wetland areas are proposed to be owned by the City and are currently protected by Conservation Easements, the proposal includes a request for a Comprehensive Plan Amendment to reguide the wetland areas from TOD to Parks and Open Space. The 5.79 acres of buildable area would remain guided TOD. The property is currently zoned Office. The applicant is requesting approval to rezone the buildable area (5.79 acres) of the property to TOD-R and the 11.17 acres of wetlands to Parks and Open Space. Provided the Comprehensive Plan Amendment is approved, the proposed zoning would be consistent with the Comprehensive Plan. The TOD - R zoning requires a minimum density of 25 units per acre. The density for the project is 73 units per acre. The applicant is proposing a preliminary plat that would create one lot for Building 1, one lot for Building 2, an outlot for the wetland north of the LRT station and an outlot for the wetland on the east and south sides of the 15.28-acre project site. The applicant is proposing to deed Outlots A and B to the City. SITE PLAN The proposed buildings are located in the northwest corner of the site. The main vehicular access to the site is from Flying Cloud Drive. The circular driveway provides for visitor parking, ride share pick up/drop off and deliveries. A drive is provided around Building 1 for fire access. An access drive with a turnaround is proposed from West 70th Street to the south side of Building 2 for fire access only. The project provides views of the wetland areas. The Staff Report – Blue Stem North Page 3 3 existing trails and sidewalks along with the proposed trails provide access to the Golden Triangle LRT station, the Flying Cloud Dog Park and the Nine Mile Creek Conservation area approximately 900 feet south of the project. The applicant is also working with the Metropolitan Council on a direct trail connection from the southeast corner of Building 1 to the LRT station. Bike racks are provided in the central plaza area beyond the circular drive. PARKING The City Code requires a minimum of 1 parking stall per unit and a maximum of 1 parking stall per bedroom in the TOD Zoning District. This project as a whole requires a minimum of 425 parking stalls and a maximum of 608 parking stalls. The parking garages provide 576 parking stalls and the surface parking includes 17 parking stalls for a total of 593 stalls. This is consistent with the requirements. INCLUSIONARY HOUSING On September 7, 2021, the City Council adopted an ordinance for Inclusionary Housing, and the project will comply with the inclusionary housing requirements. The developer has engaged in discussions with the City as well as City’s consultant, Ehlers in regards to TIF possibilities. Under the ordinance, a developer pursuing TIF assistance must provide affordability beyond that required by state statute. As part of any TIF approval, the developer will be required to include the statutorily required 20% of units affordable to households at or below 50% of AMI as well as an inclusionary housing contribution of 5% of units affordable at or below 80% of AMI. The TIF units would remain affordable for the term specified in the TIF agreement while the inclusionary housing units would remain affordable in perpetuity. USABLE OPEN SPACE The project requires a minimum of 10% of the lot to be Usable Outdoor Open Space. Based on the buildable area for both lots (5.79 acres), the project requires 25,221 square feet of usable outdoor open space. Building 1 includes 2 roof top areas, a pool, and plaza area for a total of 25,210 square feet of usable outdoor open space. Building 2 includes a pool and plaza area for a total of 11,488 square feet of usable outdoor open space. The applicant is providing nearly 15% usable outdoor open space. ENVIRONMENTAL ASSESSMENT WORKSHEET (EAW) Given the number of residential units being proposed, this project meets the threshold requiring the preparation of an Environmental Assessment Worksheet (EAW). The EAW was prepared by Westwood. As the Responsible Governmental Unit (RGU), the City worked with WSB to review and finalize the EAW document. The EAW was published by the Environmental Quality Board (EQB) and included a 30-day public comment period on the EAW. City staff and WSB are continuing to work through the EAW review process. The City is unable to grant any final approvals to the project until such time as the environmental review process is completed. Because the Planning Commission action is advisory and not a final approval, the Commission may make a recommendation on this project while the EAW process continues. Staff has included a recommendation that the plans be revised to reflect any mitigation required through the EAW review process. Staff Report – Blue Stem North Page 4 4 WETLANDS There are several wetland and wetland buffer areas currently protected with conservation easements on the property. Two of the protected areas were created by the previous development project for site- specific wetland replacement for mitigation of wetland areas that were filled previous to the current project proposal. These wetland mitigation areas are currently protected by Declarations of Restrictions and Covenants for Site Specific Wetland Replacement that were placed there by the State of Minnesota. This type of Declaration does not allow modification or amendment by the City. All of the wetlands, wetland buffers and Declaration areas are also protected by Conservation Easements. The applicant is proposing modifications to the conservation easements by adding nature trails in two areas, removal of a portion to create a sport court, and modification of the wetland buffer averaging requirements. These elements do not impact the mitigation areas but do impact the broader wetland and wetland buffer areas. Approval of these modifications will require amendment of the existing Conservation Easement. PUBLIC ART The development team is supportive of incorporating public art in the project. Potential locations discussed with City staff include the following: along the parking façade, the retaining wall facing the wetlands/LRT station and various locations near the wetlands. Similar to the process followed for the public art at Smith Village and Elevate, the developer will place funds in escrow and the art will be selected by a committee including City staff. BUILDING ARCHITECTURE AND MATERIALS The TO- R Zoning District requires a small amount of commercial uses (first floor retail, service and restaurants) to support the day to day needs of the residents. Due to the location of the wetlands on the site and the resulting building location and site layout, the proposal does not include commercial uses with this project. The intent of the commercial uses is to provide retail, services, and restaurants for the residents and the transit users. Given the location of the buildings in this project, any commercial uses would not be convenient for transit users. The first floors of both buildings include some parking, a few residential units, and other amenities for the residents. The applicant is requesting a waiver from the commercial use requirement and the transparency requirements for commercial uses (see Section on waivers for more details). City Code requires the buildings to occupy 60% of the street frontage. Building 1 meets the code as it occupies 62% of the Flying Cloud Drive frontage. Building 2 meets the requirement as it occupies 72% of the Flying Cloud Drive street frontage. The two buildings taken together along all of the Flying Cloud Drive frontage is 68%. Building 1, on the north side of the property, is 5 stories and Building 2, located just south of Building 1 is 6 stories. Both buildings are designed with a portion of the first floor including parking, the leasing office, lobby, fitness center and other amenities for the residents. There is also a parking level below the first floor. The buildings are designed with recesses and projections, variation in building materials and colors, and roofline variation to create visual variety and interest. Staff Report – Blue Stem North Page 5 5 The primary building materials being proposed are fiber cement panels, fiber cement lap siding, and glass. City Code requires at least three contrasting yet complimentary Class 1 materials. The project currently includes two class 1 materials, fiber cement and glass. City Code also states that less than 3 materials may be used if 3 or more color variations are used within those materials. The applic ant meets this requirement by providing 4 color variations within the class 1 material. In the RM-2.5 Zoning District, fiber cement siding is classified as a class I building material. TRAFFIC A traffic analysis was prepared for the proposed project. Accounting for the light rail reductions, the proposed development is expected to generate approximately 143 a.m. peak hour, 142 p.m. peak hour, and 1,615 daily trips. Results of the analysis, indicate that all study intersections (W.70th St. and Flying Cloud Dr., W. 70th St. and Shady Oak Road, and Flying Cloud Dr. and Shady Oak Road) are expected to continue to operate at an acceptable overall LOS B or better during the weekday a.m. and p.m. peak hours. In general, side-street stop delays and queuing are expected to slightly worsen as area development occurs; however, no operational or queuing issues are expected. In addition, no signal timing adjustments are needed at the Flying Cloud Drive/Shady Oak Road intersection to accommodate the proposed development. The LRT reductions are applied because the project includes a direct trail connection to the Golden Triangle LRT station. The trail is located near the southeast corner of Building 1 and extends to the station. This trail section is accessible by all of the residents of the project. LANDSCAPE PLAN The applicant provided a tree inventory and identified those trees that would be removed as a result of the project. Projects in the Transit Oriented Development Zoning District (TOD) are exempt from the Tree Replacement requirements. The project requires 489 caliper inches of landscaping. The plan as proposed includes 506 caliper inches. The plan includes plantings near the main entrance into the site, in and near the outdoor plaza spaces and rooftop courtyards, and around the building foundations. In addition to trees and shrubs, the project will include planting beds with native perennials and grasses. SIDEWALKS AND TRAILS There is an existing trail along the north side of W. 70th Street and an existing trail along the east side of Flying Cloud Drive. The trails provide for pedestrian access to the Golden Triangle LRT station and other areas. The applicant is proposing pedestrian facilities within the site including a connection across outlot A directly to the LRT station. A portion of the existing trail along W. 70th encroaches on the project site. The applicant will provide a trail easement. There is an existing boardwalk from W. 70th Street through the wetland. The boardwalk is in disrepair and a potential hazard. The applicant has decided not to replace the boardwalk. Since the boardwalk is proposed to become City owned property with the transfer of the outlot, the City does not want the liability of having the boardwalk on City property and does not want the long-term maintenance Staff Report – Blue Stem North Page 6 6 responsibility. Therefore, the City has asked the applicant to remove the boardwalk. In addition, there is a trail loop on the north side of W. 70th Street that extends from the boardwalk. The trail is located in the proposed Conservation Easement. Prior to the 1st reading at Council, staff will work with the applicant to determine if the trail will remain or be removed. PLANNED UNIT DEVELOPMENT WAIVERS The purpose of a Planned Unit Development (PUD) as stated in the City Code is to provide for a more creative and efficient approach to the use of land within the City; to allow variety in the types of environment available to people and distribution of overall density of population and intensity of land use where desirable and feasible; and provide for greater creativity and flexibility in environmental design. As a part of the PUD, the applicant is seeking waivers to City Code requirements as outlined below. 1. Building Setback City Code requires a maximum front setback of 20 feet in the TOD Zoning District. Due to the angle of Building 1, the front setback along Flying Cloud Drive ranges from 10 feet at the north end to 43 feet at the south end. Therefore; approximately 80 feet of the building is set back further than 20 feet. The waiver allows flexibility in building placement because of the constraints caused by the wetlands. 2. Commercial Uses on First Floor City Code requires a small amount of commercial uses (first floor retail, service and restaurants) to support the day to day needs of the residents in the TOD Zoning District. Due to the location of the wetlands, the buildings are designed with parking, residential units and resident amenities on the first floor rather than commercial uses. In the TOD, the commercial uses are intended to not only serve the needs of the residents, but can also serve the needs of transit users. Given the location of the buildings in this project, any commercial uses would not be convenient for transit users. City Code requires all resident parking to be located within an enclosed structure. The site has high ground water. Therefore, the basement level parking can only be partially underground with no option for 2 levels of underground parking. In order to meet the parking requirements, the applicant is proposing parking on the first floor along with some units and resident amenities. The waiver allows all resident parking to be located inside an enclosed structure and compliance with code. 3. Ground Floor Transparency City Code requires a minimum of 40% ground floor transparency for street facades. A portion of Building 1 faces Flying Cloud Drive. The ground floor facing the street includes residential units with windows facing the street. This complies with the requirement. A portion of Building 2 faces Flying Cloud Drive. Due to high ground water on the site, the basement level parking is only partially underground and a portion of the underground structure wall is visible along Flying Cloud Drive. In addition, the Staff Report – Blue Stem North Page 7 7 wall of the first floor parking is visible along Flying Cloud Drive. The applicant is proposing an average of 10% ground floor transparency along the parking structure so it architecturally complements the rest of the structure. The waiver provides some flexibility due to the constraints of the site. The transparency that the applicant is providing along Flying Cloud Drive visually breaks up the wall. 4. Class 1 Materials Only on the Ground Level. In the TOD Zoning District, only Class 1 building material shall be used on the ground level. The majority of the project meets this standard. However, the ground level or first level of the proposed buildings include some parking. As a result, portions of the parking structure at ground level are visible. The applicant is using a class 2 material in those areas with some glass (Class 1) in key areas. The intent of the requirement is to provide class 1 material on the ground level where there is significant pedestrian traffic next to the building especially where there are ground floor commercial uses. The project does not include ground floor commercial uses and the ground floor areas where the parking structure is visible are areas where pedestrians will not have close interaction with the ground floor. 5. Structure Setback for Wetlands City Code requires a structure setback of 15 feet from the wetland buffer areas for medium quality wetlands. The applicant is requesting the following waivers. • For Wetland 01-34-A, the applicant is requesting a setback reduction from 15 feet to 2 feet at the north retaining wall, 5 feet at the west retaining wall, and 6 feet at the existing W. 70th street trail. • For Wetland 01-34-H, the applicant is requesting a setback reduction from 15 feet to 5 feet at the pickle ball court and 10 feet adjacent to the paved portion of the fire lane. • For Wetland 01-34-F, the applicant is requesting a setback reduction from 15 feet to 6 feet at the building wall and 6 feet at the existing W. 70th street trail. The waivers provide additional usable area for the buildings and structures on a site that includes significant wetland areas. DRAINAGE The development utilizes underground perforated pipes surrounded by rock media as the primary means of stormwater management. The perforated pipes are intended to infiltrate stormwater runoff from the drive aisles, aboveground parking areas, and roofs. The perforated pipe gallery is located near the primary site access along the western side of the site. This area was selected for the BMP since it is one of the few areas of permeable soils on the site; much to the rest of the site is wetlands and/or peaty soils. Sump catch basins will provide pre-treatment for the BMP. Finally, the building incorporates a green roof on the terrace areas to provide additional stormwater treatment. Staff Report – Blue Stem North Page 8 8 LIGHTING The applicant is proposing site lighting around the perimeter of the parking lot. The fixtures are downcast LED with a pole height of 20 feet. The light illumination at the property lines does not comply with City Code requirements. The plan must be revised to comply with City Code. SIGNS The applicant is proposing a monument sign near the entrance into the site, wall signs, directional signs. The proposed signs are not reviewed through the PUD and site plan approval process. The signs will require review and approval through the sign permit process and must be in compliance with Section 11.70. SUSTAINABLE FEATURES According to the applicant’s narrative, the following sustainable features are proposed for this project. • Meet existing code requirements related to energy consumption and conservation • Low-flow plumbing • Occupancy sensors • Bike racks to accommodate 1 bike per unit and secure storage to encourage the reduction of vehicle use • High-efficiency mechanical systems • Low-e glass, allowing for extensive natural light capture within activity living spaces • LED lighting fixtures in common areas, exteriors and units • Enrollment in Xcel Energy Design Assistance Program • Energy Star appliances • Preservation and enhancement of wetlands • Preservation of significant trees where possible • Introduction of above ground planting beds and pollinator stations • Onsite stormwater management • Incorporation of native and drought resistant plantings • EV charging stations (approximately 2 per building) • Connections to regional trail system • Provide direct access to the Golden Triangle LRT station • Actively review solar opportunities for the rooftops of both buildings • On-site recycling for both buildings • Common area HVAC ionization system UTILITIES There are existing sanitary sewer and water mains along Flying Cloud Drive that can serve the project. The applicant is proposing to connect the water at Flying Cloud Drive and run it around Building 1 and back to Flying Cloud Drive. Several fire hydrants are proposed on the site for fire fighting. The sanitary sewer is proposed to connect to each building just beyond Flying Cloud Drive. The existing sanitary Staff Report – Blue Stem North Page 9 9 sewer and water system has the capacity to serve the proposed building. STAFF RECOMMENDATION Recommend approval of the following requests: • Guide Plan Change from TOD to Parks and Open Space on 11.17 acres • Planned Unit Development Concept Review on 15.28 acres • Planned Unit Development District Review with waivers on 15.28 acres • Zoning Change from Office to TOD-R on 5.79 acres and from Office to P/OS on 11.17 acres • Site Plan Review on 15.28 acres • Preliminary Plat of 2 parcels into 2 lots and 2 outlots on 16.96 acres This is based on plans stamp dated January 4, 2022 and the following conditions: 1. Prior to the 1st reading by the City Council, the applicant shall: A. The plans must be revised to reflect any mitigation required through the EAW review process. B. Work with the City to determine if the trail loop north of W. 70th Street will remain or be removed. The plans must be revised to reflect the decision. C. Revise the Lighting Plan to include the most recent site changes to the site plan. If there will be any permanent lighting such as bollards, walkway lighting, etc. in the courtyard, the lights should be included on the lighting plan. D. There are several areas on the lighting plan where .5 foot candles extends beyond the property line. Revise the Lighting Plan so the lighting does not exceed .5 footcandles at the property line. E. On the north side of Building 1, there are 4 lights labeled AA4H that are located on the adjacent property. The Lighting Plan must be revised so all light fixtures are located on the property or within the Outlots with an encroachment agreement. F. All plan sheets must clearly show property lines. G. Provide details of all of the light fixtures. H. Confirm whether exterior lights will be included on the balconies. I. All trees should be located at least 10 feet from underground utilities. J. Revise the Site Planting Plan North by removing the plantings out of the right-of-way. K. On the Site Planting Plan North, there are trees along the north property line of Building 1. There are some canopy and evergreen trees proposed on top side of the retaining wall. There does not appear to be enough room to support the trees. Remove the trees from the plan. Show the retaining wall in a heavier line weight. L. The proposed 100-year high water level (HWL) for Wetland 01-34-A increases by 0.13 feet over the existing HWL. Given this wetland extends onto the adjacent property to the east, the Developer must ensure that it will not be adversely affected by the increased HWL or take measures to allow for no increase in HWL. M. Wetland 01-34-F should utilize a piped outlet to prevent adverse impacts to Flying Cloud Drive the proposed site improvements. Further analysis of this wetland and the need for an outlet is required. N. Please coordinate the pumping of CB 401 through the building with Building and Staff Report – Blue Stem North Page 10 10 Inspections for design and testing requirements. O. The emergency fire access gate must be moved north to allow for a vehicle to stage on the access while opening the gate. P. The landscape plan should be revised to show the drainage and utility easements. Trees should not be planted over utility lines and structures – the landscape plan should be revised accordingly. Trees cannot be placed within drainage and utility easements. Trees cannot be planted within the public right of way. Flying Cloud Drive right of way and the easements must also be clearly included on the plan. Q. The encroachment agreement for the trail within Outlot A will also need to cover the emergency fire access. Additionally, an encroachment agreement may be necessary if construction methods for Buildings 1 & 2 require excavation or encroachment into the right of way. The optimal time to address the encroachment agreement is with the Development Agreement; this avoids having the encroachment agreement needing separate approval by City Council. Therefore, the City recommends the Developer provide as much information regarding potential encroachments prior to the 1st reading. R. Comparison of Pre- and Post-Construction Drainage Areas: Drainage areas to existing wetlands appears to indicate that Wetland 01-34-F may not receive adequate runoff to continue to thrive after the entry to the new parking garage is constructed, and it does not appear to be groundwater supported. The plans must be evaluated to determine how water can be diverted to this area to support the hydrology. S. Wetland 01-34-G curves up and around the property boundary to the north and northwest. The wetland appears to be close enough to the project area to require a wetland buffer and structure setback. Review of SWLRT plans indicate that the entire wetland was not reviewed (it was cut off) but review of contour and previous reviews on the property to the north indicate that the wetland extends westward along the property line. Buffer and setback waivers would be needed here and should be indicated on the plans and the conservation easement extended to cover the remaining wetland. T. Several potential issues with the proposed underground infiltration system have been noted by the City, including potentially high groundwater what is nearly within 3 feet of the bottom of the BMP and underlying Type D soils. These are issues that have the potential to prohibit infiltration on the site under the Construction General Permit and City’s MS4 Permit. Underlying soft, peaty soils could be prone to consolidation over time, jeopardizing the viability of the BMP as well as any improvements above it, including the site access. Steps must be taken by the Developer to rectify underlying soil issues through soil corrections beneath the BMP in areas where poorly drained soils are suspected or encountered during construction. Additionally, if further site explorations or construction reveals that groundwater is within three (3) feet of the proposed bottom of the BMP, the City must be notified and an alternative non-infiltrating BMP must be implemented. U. Drainage & utility easements should be placed over the entirety of Outlots A & B as well as all conservation easements extending outside of the Outlots. Staff Report – Blue Stem North Page 11 11 2. Prior to release of the final plat, the applicant shall: A. A Trail Easement document must be prepared for review and approval by the City Engineer. The document shall be filed with the final plat. B. An Encroachment Agreement for the trail, fire access to Building 2, and the light poles in the outlots must be prepared for review and approval by the City Engineer. The document must be filed with the final plat. C. All areas covered by a Declaration as well as all wetlands and wetland buffers approved by the City and Watershed District, must be covered by a Conservation Easement. The Conservation Easement must include details regarding the type, width and location of all trails that are proposed to cross through conservation easement areas and the light poles in the easement areas. Trails must be permeable nature trails and the locations must be fixed within the easement. The existing Conservation Easement should be replaced with one that meets all requirements. D. Submit a bond, letter of credit, or cash deposit (“security”) that guarantees completion of all public improvements equivalent to 125% of the cost of the improvements. E. Provide copies of legal documents, either in Association format or private covenant and agreement format to be approved by the City that shall address the following: • Describe the long term private maintenance or replacement agreement for the retaining walls. • Insertion of language in the documents that relinquishes the City of Eden Prairie from maintenance or replacement of the retaining walls. 3. Prior to land alteration permit issuance, the applicant shall: A. Submit detailed utility and erosion control plans for review and approval by the City Engineer. B. Obtain and provide documentation of Watershed District approval. C. Notify the City and Watershed District 48 hours in advance of grading. D. Install erosion control at the grading limits of the property for review and approval by the City. E. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of the landscaping. F. Developer shall make a cash payment for Tree Replacement as provided by City Code. G. Developer must obtain a building permit for retaining wall construction from the City for any retaining walls greater than four feet in height. H. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the alteration. 4. Prior to building permit issuance for the property, the proponent shall: A. Pay the appropriate cash park fees. B. Provide recorded copies of any private covenants and agreements to the City following recording of the final plat. Staff Report – Blue Stem North Page 12 12 C. Submit construction plans and project specifications for public infrastructure for review and approval by the City Engineer. 5. The following waivers are granted through the PUD for the project as indicated in the plans stamp dated January 4, 2022. A. Building Setback City Code requires a maximum front setback of only 20 feet in the TOD Zoning District. Due to the angle of Building 1, the front setback along Flying Cloud Drive ranges from 10 feet at the north end to 43 feet at the south end. The waiver allows the setback along a portion of Building 1 fronting on Flying Cloud Drive to exceed 20 feet. B. Commercial Uses on First Floor City Code requires a small amount of commercial uses (first floor retail, service and restaurants) to support the day to day needs of the residents in the TOD Zoning District. Due to the physical features of the site and the location of the wetlands, the buildings are designed with parking, residential units and resident amenities on the first floor rather than commercial uses. The approval allows the commercial requirement to be waived and provides for a design in which all resident parking is located inside an enclosed structure incompliance with code. C. Ground Floor Transparency City Code requires a minimum of 40% ground floor transparency for street facades. The waiver allows the ground floor transparency of Building 2 along Flying Cloud Drive to be less than 40%. D. Class 1 Materials Only on the Ground Level. In the TOD Zoning District, only Class 1 building material shall be used on the ground level. The majority of the project meets this standard. However, the ground level or first level of the proposed buildings include some parking. As a result, portions of the parking structure at ground level are visible. The waiver allows class 2 material in those areas with some glass (class 1) in key areas. E. Structure Setback for Wetlands City Code requires a structure setback of 15 feet from the wetland buffer areas for medium quality wetlands. The applicant is requesting the following waivers. • For Wetland 01-34-A, the applicant is requesting a setback reduction from 15 feet to 2 feet at the north retaining wall, 5 feet at the west retaining wall, and 6 feet at the existing W. 70th street trail. • For Wetland 1-34-H, the applicant is requesting a setback reduction from 15 feet to 5 feet at the pickle ball court, and 10 feet adjacent to the paved portion of the fire lane. • For Wetland 01-34-F the applicant is requesting a setback reduction from 15 feet to 6 feet at the building wall and 6 feet at the existing W. 70th street trail. The waivers provide additional usable area for the buildings and structures on a site that includes significant wetland areas. Location Map: Blue Stem NorthAddress: 6901 Flying Cloud DriveEden Prairie, Minnesota 55344 W. 70th StreetFlyingCloudDriveHighway212BryantLakeDrivePROJECT SITE ¯300 0 300150 Feet Golden Triangle LRT Station RAMPSHADY OAK R D W 70TH STUS HIGHWAY 212FLYING CLOUD DRBRYANT LAKE DRRAMPUS HIGHWAY 212City of Eden Prairie Land Use Guide Plan Map 2010-2040 ¯ DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctness of the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event will The City of Eden Prairie be liable for any damages, including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information it contains. Map information is believed to be accurate but accuracy is not guaranteed.Any errors or omissions should be reported to The City of Eden Prairie. M:\GIS\Users\Departments\CommDev\Themes\Shapes\Zoning and all other land use information\OfficialMaps\OfficialGuidePlan.mxd Map was Updated/Created: April 18, 2008 Rural Low Density Residential Medium Density Residential Medium High Density Residential High Density Residential Mixed-Use Town Center Transit-Oriented Development Regional Commercial Commercial Office Industrial Flex Tech Flex Service Eco Innovation Industrial Airport Public / Semi-Public Parks & Open Space Golf Course Utility & Railroad Right-of-Way CityLimits 410 0 410205 Feet Date Approved: 10-01-2019 Current Guide Plan Map: Blue Stem NorthAddress: 6901 Flying Cloud DriveEden Prairie, Minnesota 55344 Project Site RAMPSHADY OAK R D W 70TH STUS HIGHWAY 212FLYING CLOUD DRBRYANT LAKE DRRAMPUS HIGHWAY 212City of Eden Prairie Land Use Guide Plan Map 2010-2040 ¯ DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctness of the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event will The City of Eden Prairie be liable for any damages, including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information it contains. Map information is believed to be accurate but accuracy is not guaranteed.Any errors or omissions should be reported to The City of Eden Prairie. M:\GIS\Users\Departments\CommDev\Themes\Shapes\Zoning and all other land use information\OfficialMaps\OfficialGuidePlan.mxd Map was Updated/Created: April 18, 2008 Rural Low Density Residential Medium Density Residential Medium High Density Residential High Density Residential Mixed-Use Town Center Transit-Oriented Development Regional Commercial Commercial Office Industrial Flex Tech Flex Service Eco Innovation Industrial Airport Public / Semi-Public Parks & Open Space Golf Course Utility & Railroad Right-of-Way CityLimits 410 0 410205 Feet Date Approved: 10-01-2019 Proposed Guide Plan Map: Blue Stem NorthAddress: 6901 Flying Cloud DriveEden Prairie, Minnesota 55344 Project Site Aerial Map: Blue Stem NorthAddress: 6901 Flying Cloud DriveEden Prairie, Minnesota 55344 W. 70th StreetFlyingCloudDriveHighway212BryantLakeDrivePROJECT SITE ¯300 0 300150 Feet Golden Triangle LRT Station N:\0031916.00\DWG\CIVIL\0031916CV01.DWG BLUE STEM NORTH © 2021 Westwood Professional Services, Inc.PRELIMINARY PLANSBLUE STEM NORTHEDEN PRAIRIE, MNPREPARED FOR:GRECO REAL ESTATE DEVELOPMENT, LLC607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388CONTACT: JOSH BRANDSTEDPHONE: 612-877-0998EMAIL: JBRANDSTED@CHOOSEGRECO.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.10/06/2021 CITY RESUBMITTAL11/22/2021 CITY RESUBMITTAL. .. .. .. .. .. .. .. .FORFOREXISTING CONDITIONS, REMOVALS, SITE,GRADING, EROSION CONTROL, AND UTILITIESPREPARED BY:PROJECT NUMBER: 0031916.00CONTACT: DAVID T. BADEPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150PRELIMINARY PLANSBLUE STEM NORTHEDEN PRAIRIE, MNFORFOREXISTING CONDITIONS, REMOVALS, SITE,GRADING, EROSION CONTROL, AND UTILITIESINITIAL SUBMITTAL DATE: 08/23/2021 SHEET: C001 OF 17PROJECT NUMBER: 0031916.00Sheet List TableSheet Number Sheet TitleC001 COVERC101 EXISTING CONDITIONS AND REMOVALS PLANC102 SIGNIFICANT TREE INVENTORYC200 PRELIMINARY PLATC201 CIVIL SITE PLANC300 GRADING PLANC301 CUT-FILL PLANC400 EROSION CONTROL PLANC500 SANITARY AND WATER PLANC501 STORM WATER PLANC600 DETAILSC601 DETAILSC800WETLAND BUFFER REQUIREMENTSC801 PROPOSED WETLAND BUFFER PLANC802 CITY WETLAND BUFFER STRUCTURE SETBACK PLANV100ALTA/NSPS LAND TITLE SURVEYSHEET INDEXC803 CONSERVATION EASEMENT PLANALL SHEETS L=96.04R=300.00Δ=18°20'30"(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE DRAINAGE & UTILITY EASEMENTPER PLAT (SCHD. B II ITEM NO. 11)DRAINAGE & UTILITY EASEMENT PER PLAT(SCHD. B II ITEM NO. 11)DRAINAGE & UTILITYEASEMENT PER PLAT(SCHD. B II ITEM NO. 11)DRAINAGE & UTILITY EASEMENTPER PLAT (SCHD. B II ITEM NO. 11)10 10101010 10 1010 E. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W (VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85L=194.02CH=193.80CHB=S 23°47'53" WR=1185.92Δ=9°22'25"L=50.73CH=50.73CHB=S 9°34'16" WR=3659.72Δ=0°47'39"N89°06'03"E 770.00S09°10'27"W 402.1664.03S29°29'08"E103.36S09°10'27"WN86°29'18"W17.82S08°03'55"E39.35S49°28'56"E44.99(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XOWNER: MINNESOTA EDUCATION TRUSTPID: 00111622340018OWNER: EVINE LIVE INCPID: 0111622340022OWNER: ALTON LI LLC US HIGHWAY NO. 212 N70°45'33"E61.11671.8935.28S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WS02°53'22"W10.9010 10 23.1692.84CONSERVATION EASEMENT PER DOC, NOS.3104435 & 4473925 (SCHD. B II ITEM NO. 13)CONSERVATION EASEMENT PERDOC NO 3104435 & 4473925(SCHD. B II ITEM NO. 13)CONSERVATIONEASEMENT PER DOCNO 3104435 &4473925 (SCHD. B IIITEM NO. 13)AREA TAKEN IN FEE BY METCOUNCIL PER DOC. NO. T05536596,T05663646 AND T05618831 (SCHD.B II ITEM NO. 10 & 19)PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGNO. 3 REBARCAP NO. 23021MAG NAIL1" OPENIRON PIPE1/2" OPENIRON PIPEBUILDINGFOUNDATIONGA S GASLANDSCAPINGLANDSCAPING W A L K I N G B R I D G EE STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS12°13'01"E 657.61L=23.33R=560.00Δ=2°23'12"N77°43'31"W 707.17106.41S29°46'38"E86.82EDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND OWNER: METROPOLITAN COUNCILPID: 0111622340031OWNER: METROPOLITAN COUNCILPID: 011162234023OUTLETSTRUCTUREWEIRDECLARATION OF RESTRICTIONS AND COVENANTSFOR SITE SPECIFIC WETLAND REPLACEMENT PERDOC. NO. 4452128 (SCHD. B II ITEM NO.15)DECLARATION OF RESTRICTIONS AND COVENANTSFOR SITE SPECIFIC WETLAND REPLACEMENT PERDOC. NO. 4452129 (SCHD. B II ITEM NO.16)(AREA UNDER CONSTRUCTION)TEMPORARY CONSTRUCTIONEASEMENT PER DOC. NO.T5746358 EXPIRES 12-1-2023(SCHD. B II ITEM NO. 20)TEMPORARY CONSTRUCTION EASEMENTPER DOC. NO. TT5746358 EXPIRES12-1-2023 (SCHD. B II ITEM NO. 20)EHHSSSSEEESTSTSSTPUGPUGPUGPUGWATFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUG PUGPUGXPUGPUGPUGPUGPUGPUGPUGPUGLANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50RIM=869.71INV. N/E=844.66INV. S=844.62RIM=865.82INV. W=855.72INV. E=855.64SANRIM=861.41INV. N=844.88INV. S=843.61RIM=861.48INV. NW=843.73INV. NE=844.62INV. S=843.48SANRIM=861.76INV. SE=850.80INV. W=850.93STRUCTURESPOSSIBLE TANKSCONCRETEFOUNDATION870866867868869871867867867868868868865861 862863864866867866867867868868 870866867868869871872873874866 865 861 862 863 864 866LANDSCAPINGWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WATLANDSCAPING OWNER: METROPOLITAN COUNCILPID: 0111622340031(AREA UNDER CONSTRUCTION)1/2" IRON PIPELS #17006OWNER: GOLDEN TRIANGLE STATION LLCPID: 0111622340029OWNER: GOLDEN TRIANGLE STATION LLCPID: 0111622340028OWNER: GOLDEN TRIANGLE STATION LLCPID: 0111622340011EDGE OFCONSTRUCTIONPOINT OF BEGINNING LINE 2CORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREASTOPUGPUGPUGPUGWATSANFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUG PUGPUGXPUGPUGPUGPUGPUGPUGPUGPUGX X X X XHHHH872866865864863860865861862863864866859 860 859 860 859 860865861862863864866873872871870869868867866876875EDGE OFWATER EDGE OF WATEREXISTINGBUILDINGDRAINAGE & UTILITY EASEMENT PER DOC.NO. 4456346 (SCHD. B II ITEM NO. 10) &CONSERVATION EASEMENT PER DOC, NO.3104435 & 4473925 (SCHD. B II ITEM NO. 13)POINT OF BEGINNING LINE 4AREA TAKEN IN FEE BY METCOUNCIL PER DOC. NO. T05536596,T05663646 AND T05618831 (SCHD.B II ITEM NO. 10 & 19)AREA TAKEN IN FEE BY MET COUNCIL PERDOC. NO. T05536596, T05663646 ANDT05618831 (SCHD. B II ITEM NO. 10 & 19)TEMPORARY CONSTRUCTIONEASEMENT PER DOC. NO.T5746358 EXPIRES 12-1-2023(SCHD. B II ITEM NO. 20)S77°46'59"W 171 .98 N01°27'15"W 240.40 N86°45'51"W 280.09N13°41'21"W 261.2081.38N12°13'01"WS77°47'12"W8.00L= 5 3 . 9 8 R= 3 9 . 0 0 Δ= 7 9 ° 1 8 ' 2 1 "EDGE OF WETLANDEDGE OFWETLANDNOTTANGENT1" IRON PIPEEDGE OFWETLANDEDGE OF WATEREDGE OF WATERLINE 2LINE 4SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-9495 3701 12th Street North, Suite 206Fax (320) 358-2001 St. Cloud, MN 56303Toll Free(800) 270-9495N:\0031916.00\DWG\SURVEY\0031916.00-V-ALTA.DWG 1Eden Prairie, MN07/28/2021.NASACWBlue Stem NorthALTA/NSPSLAND TITLE SURVEYMinneapolis, MN107/28/2021Greco Properties, LLC© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50'PROJECT NUMBER: 0031916.001. This survey was prepared using Stewart Title Guaranty Company, Title Commitment Numbers 58693 all having effective dates of May 20, 2021at 7:00 A.M.2, The address of the surveyed property is 6901 Flying Cloud Drive, Eden Prairie, MN. (Table A Item 2)3. Subject property appears to be classified as Zone X (area of minimal flood hazard) scaled from Flood Insurance Rate Map Community - Panel Number 27053C0343F dated 11/04/2016.(Table A Item 3)4. Subject property contains 738,704 Sq. Ft. or 16.959 acres. (Table A, Item 4)5. According to the zoning report provided the subject property is currently zoned OFC (Office District). (Table A, Item 6 (a)) Setbacks are as follows:Front = 35Feet MinimumSide = 20 Feet MinimumRear = 25 Feet Minimum Maximum Height = 60 Feet (within OFC Zone, per Development Agreement)6. All building dimensions shown are exterior dimensions at ground level. (Table A, Item 7(a))7. Subject property contains no marked parking stalls. (Table A Item 9)8. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities showncomprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicatedalthough the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. (GopherOne Call ticket number: 211534957) (Table A Item 11)9. Adjacent Ownership information shown per Hennepin County GIS. (Table A, Item 13)10. As of the date the field work was completed for this survey, there was observable evidence of current earth moving work (edge of construction shown of survey), there was no observableexterior building construction or building additions. (Table A Item 16)11. As of the date of this survey, there are no proposed changes in street right of way lines, per the City of Eden Prairie. As of the date of the field work was completed for this survey, therewas observable evidence of recent street or sidewalk construction or repairs near southeast corner of subject property. (Table A, Item 17)12. Bearings based on the Hennepin County coordinate system, (NAD 83 - 1986 Adjustment)13. Edge of delineated wetland per wetland delineation report by environmental scientist, Robert Cress with Westwood Professional Services, dated 08/16/19.GENERAL NOTESCERTIFICATIONTo: Greco Properties, LLC; Stewart Title Guaranty Company:THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(a), 7(a)(b1), 8, 9, 11(a), 13, 16, 17 & 18 OF TABLE A THEREOF.THE FIELD WORK WAS COMPLETED ON 06/10/2021.CHRISTOPHER R. FOLEY, LSDATE 07/28/2021MN LICENSE NO. 55343, EXPIRATION 06/30/2022CHRIS.FOLEY@WESTWOODPS.COMCERTIFICATION(NOT TO SCALE)SITEVICINITY MAPLEGENDSANITARY MANHOLECATCH BASINCLEANOUTELECTRIC BOXSIGNSTREET LIGHTSTEEL/WOOD POSTPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEHYDRANTHAND HOLE/JUNCTION BOXSTORM MANHOLEFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)PUGSANSTOWATFOSCOSTEXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINEMAST ARM W/ LIGHTBENCHFIBER OPTIC PEDESTALFOSET 1/2" IRON PIPE LS55343Lot 1, Block 1, and Outlot A, Liberty Plaza, except that part which lies northeasterly of Line 2 described below and also lies Southwesterly andSoutheasterly of Line 4 described below.Line 2: Commencing at the Northeast corner of said Outlot A; thence Westerly on an azimuth of 273 degrees 14 minutes 16 seconds along theNorth line of said Outlot A a distance of 341.50 feet to an angle point in the North line of said Outlot A; thence on an azimuth of 282 degrees 16minutes 45 seconds along said North line of Outlot A a distance of 6.01 feet to the point of beginning of line 2 to be described; thence on anazimuth of 167 degrees 46 minutes 59 seconds 657.56 feet to the South line of said Lot 1, Block 1, Liberty Plaza, and there terminating.Line 4: Commencing at the Northeast corner of said Outlot A; thence Westerly on an azimuth of 273 degrees 14 minutes 16 seconds along theNorth line of said Outlot A a distance of 280.09 feet to the point of beginning of Line 4 to be described; thence on an azimuth of 166 degrees 18minutes 39 seconds 261.20 feet; thence on an azimuth of 77 degrees 47 minutes 12 seconds 8.00 feet; thence on an azimuth of 167 degrees 46minutes 59 seconds 81.38 feet; thence on an azimuth of 77 degrees 46 minutes 59 seconds 171.98 feet; thence Northeasterly 53.98 feet on anon-tangential curve, concave to the Northwest, having a radius of 39.00 feet, a delta angle of 79 degrees 18 minutes 21 seconds and a chordazimuth of 38 degrees 13 minutes 26 seconds to the East line of said Outlot A and there terminating.Hennepin County, MinnesotaTorrens PropertyLEGAL DESCRIPTION (PER TITLE COMMITMENT NO. 58693)The following notes correspond to the numbering system of Schedule B, Section II of the above mentioned title commitment.9. Mortgage, Security Agreement, Fixture Financing Statement and Assignment of Leases and Rents dated October 1, 2019, filed October 2, 2019, as Document No. T05649253,executed by Golden Triangle Station LLC, a Delaware limited liability company, as mortgagor, to First Western Bank & Trust, a North Dakota state banking corporation, asmortgagee, in the original principal amount of $18,000,000.00. (Includes additional land) (NOT PLOTTABLE)10. The following appears as a recital on the Certificate of Title. While the Company will affirmatively insure against loss or damage sustained by the Insured arising as a result ofthis matter affecting title to the Land, neither Commercial Partners Title, a division of Chicago Title Company, LLC nor Stewart Title Guaranty Company will undertake to havethe recital removed from the Certificate of Title:a. Subject to temporary easements for transportation purposes, in favor of the Metropolitan Council, that expire December 1, 2020, over Parcel No. 302, as contained in Orderdated December 19, 2017, filed June 7, 2018, as Document No. T05536596 (per Examiner's Directive Document No. T05663646). (EXPIRED TEMPORARY EASEMENT NOTSHOWN, AREA TAKEN IN FEE SHOWN ON SURVEY)11. Easements for utilities and drainage as shown on the recorded plat of Liberty Plaza. (SHOWN ON SURVEY)12. Terms and conditions of Declaration of Covenants, Conditions and Restrictions dated November 14, 1997, filed December 31, 1998, as Document No. 3104434. (NOTPLOTTABLE)13. Terms and conditions of and easements contained in Conservation/Scenic Easement, in favor of the City of Eden Prairie, dated November 14, 1997, filed December 31, 1998, asDocument No. 3104435. Amended by Amendment to Conservation/Scenic Easement dated February 12, 2008, filed February 29, 2008, as Document No. 4473925. (SHOWN ONSURVEY)14. Terms and conditions of Development Agreement for Liberty Plaza dated October 16, 2007, filed November 14, 2007, as Document No. 4446150, and re-filed August 27, 2015,as Document No. T05285951. (SHOWN ON SURVEY)15. Covenants, conditions, and restrictions contained in Minnesota Wetland Conservation Act Declaration of Restrictions and Covenants for Site Specific Wetland Replacement datedNovember 29, 2007, filed December 6, 2007, as Document No. 4452128. (SHOWN ON SURVEY)16. Covenants, conditions, and restrictions contained in Minnesota Wetland Conservation Act Declaration of Restrictions and Covenants for Site Specific Wetland Replacement datedNovember 29, 2007, filed December 6, 2007, as Document No. 4452129. (SHOWN ON SURVEY)17. Terms and conditions of Agreement Regarding Special Assessments Flying Cloud Drive Liberty Plaza dated December 20, 2007, filed April 11, 2008, as Document No. 4486376.(NOT PLOTTABLE)18. Terms and conditions of Agreement Regarding Special Assessments West 70th Street Liberty Plaza dated December 20, 2007, filed April 11, 2008, as Document No. 4486377.(NOT PLOTTABLE)19. The following appears as a memorial on the Certificate of Title. While the Company will affirmatively insure against loss or damage sustained by the Insured arising as a resultof this matter affecting title to the Land, neither Commercial Partners Title, a division of Chicago Title Company, LLC nor Stewart Title Guaranty Company will undertake to havethe memorial removed from the Certificate of Title:a. Declaration dated June 3, 2019, filed June 6, 2019, as Document No. T05618831. (SHOWN ON SURVEY)20. Terms and conditions of and easements contained in Temporary Construction Easement Agreement dated September 14, 2020, filed September 15, 2020, as Document No.T5746358. Temporary construction easement expires December 1, 2023. (SHOWN ON SURVEY)EXCEPTIONS (PER TITLE COMMITMENT NO. 58693)TREE LINE (AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XOWNER: MINNESOTA EDUCATION TRUSTPID: 00111622340018OWNER: EVINE LIVE INCPID: 0111622340022671.8935.28S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WNO. 3 REBARCAP NO. 23021MAG NAIL1" OPENIRON PIPE1/2" OPENIRON PIPEBUILDINGFOUNDATIONEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGW A L K I N G B R I D G EE L=23.33R=560.00Δ=2°23'12"86.82EDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND OWNER: METROPOLITAN COUNCILPID: 0111622340031OWNER: METROPOLITAN COUNCILPID: 011162234023(AREA UNDER CONSTRUCTION)200201EHH203SSSSHHEESTSTSTSE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50RIM=869.71INV. N/E=844.66INV. S=844.62RIM=865.82INV. W=855.72INV. E=855.64RIM=861.41INV. N=844.88INV. S=843.61RIM=861.48INV. NW=843.73INV. NE=844.62INV. S=843.48RIM=861.76INV. SE=850.80INV. W=850.93STRUCTURESPOSSIBLE TANKSCONCRETEFOUNDATIONLANDSCAPINGLANDSCAPING OWNER: METROPOLITAN COUNCIL PID: 0111622340031 (AREA UNDER CONSTRUCTION)1/2" IRON PIPELS #17006OWNER: GOLDEN TRIANGLE STATION LLCPID: 0111622340029OWNER: GOLDEN TRIANGLE STATION LLCPID: 0111622340028OWNER: GOLDEN TRIANGLE STATION LLCPID: 0111622340011EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST-102ST-203ST-101ST-8ST-9ST-111ST-18ST-110ST-120ST-107ST-9ST-10ST-121ST-122SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANS A N SANWATWATWATEX. 8" DIP EX. 8" DIPEX. 8" DIPEX. 6" PVCEX. 15" RCPEX. 18" RCPEX. 21" RCP EX. 18" RCP ST O ST O SSEX. 15" RCPFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGST-204ST-205ST-206ST-207ST-208ST-209ST-210ST-211ST-212ST-214ST-213ST-9AST-113ST-109ST-108ST-106ST-104ST-104ST-103ST-101ST-102ST-116ST-119ST-118ST-115ST-117ST-114ST-112ST-14AWATWATWATWATWAT860865859861862863864860861862863864866865866867868867866865 864860 865859861862863864 866 867867867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 500150025003500450055006500750085009501050115012501350145015501650175018501950205021502250235024502550265027502850295030503150325033503450355036503750385039504050415042504350445045504650475048504950505051505250535054505550565057505850595060506150625063506450655066506750685069507050715072507350745075507650775078507950805081508250835084508550865087508850895090509150925093509450955096509750985099510051015102510351045105510651075108510951105111511251135114511551165117511851195120512151225123512451255126\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\XSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916RM01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHEXISTING CONDITIONSAND REMOVALS PLAN BLUE STEM NORTHC101 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLC © 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXNOT FOR CONSTRUCTION0'1" = 40'120'80'40' (AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203SSSSHHEESTSTSE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=869.71INV. N/E=844.66INV. S=844.62RIM=865.82INV. W=855.72INV. E=855.64RIM=861.41INV. N=844.88INV. S=843.61RIM=861.48INV. NW=843.73INV. NE=844.62INV. S=843.48RIM=861.76INV. SE=850.80INV. W=850.93LANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS SAN SAN SAN SAN SAN SAN SAN SANS A N WATEX. 8" DIP EX. 8" DIPEX. 8" DIPEX. 6" PVCEX. 15" RCPEX. 18" RCPEX. 21" RCP EX. 18" RCP ST O ST O EX. 15" RCPFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGWATWATWATWATWAT860865859861862863864860861862863864866865866867868867 866865 864860 865 859 861 862 863 864 866 867867867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872865 862863864866867868869 865862 863 864 866860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 500150025003500450055006500750085009501050115012501350145015501650175018501950205021502250235024502550265027502850295030503150325033503450355036503750385039504050415042504350445045504650475048504950505051505250535054505550565057505850595060506150625063506450655066506750685069507050715072507350745075507650775078507950805081508250835084508550865087508850895090509150925093509450955096509750985099510051015102510351045105510651075108510951105111511251135114511551165117511851195120512151225123512451255126SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916TI01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHSIGNIFICANT TREEINVENTORY BLUE STEM NORTHC102 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLC © 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00NOT FOR CONSTRUCTION0'1" = 40'120'80'40'DECIDUOUS TREEREMOVAL LEGENDXEXISTINGREMOVALSDECIDUOUS TREEXTREE INVENTORYCODE LEGENDTOTAL TREE LOSS: 288 CAL. INRE M O V E D WEST 70TH STREETFLYING CLOUD DRIVEDRAINAGE & UTILITY EASEMENTPER PLAT (SCHD. B II ITEM NO. 11) DRAINAGE & UTILITY EASEMENT PER PLAT(SCHD. B II ITEM NO. 11)DRAINAGE & UTILITYEASEMENT PER PLAT(SCHD. B II ITEM NO. 11) DRAINAGE & UTILITY EASEMENTPER PLAT (SCHD. B II ITEM NO. 11)1010 10 10 10101010E. LINE OF THE SW 1/4 OFSEC. 1, TWP. 116N, RGE. 22W(VARIABLE WIDTH PUBLIC RIGHT OF WAY)858585(VARIABLE WIDTH PUBLIC RIGHT OF WAY)US HIGHWAY NO. 212671.89 35.28 S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22W S02°53'22"W10.90 101023.16 92.84 CONSERVATION EASEMENT PER DOC, NOS.3104435 & 4473925 (SCHD. B II ITEM NO. 13) CONSERVATION EASEMENT PERDOC NO 3104435 & 4473925(SCHD. B II ITEM NO. 13) CONSERVATIONEASEMENT PER DOCNO 3104435 &4473925 (SCHD. B IIITEM NO. 13)AREA TAKEN IN FEE BY METCOUNCIL PER DOC . NO . T05536596 ,T05663646 AND T05618831 (SCHD .B I I ITEM NO . 10 & 19) NO. 3 REBARCAP NO. 23021 MAG NAIL 1" OPENIRON PIPE 1/2" OPENIRON PIPE L=23.33 R=560.00 Δ=2°23'12"86.82 DECLARATION OF RESTRICTIONS AND COVENANTSFOR SITE SPECIFIC WETLAND REPLACEMENT PERDOC. NO. 4452128 (SCHD. B II ITEM NO.15) DECLARATION OF RESTRICTIONS AND COVENANTSFOR SITE SPECIFIC WETLAND REPLACEMENT PERDOC. NO. 4452129 (SCHD. B II ITEM NO.16)TEMPORARY CONSTRUCT IONEASEMENT PER DOC . NO .T5746358 EXP IRES 12-1-2023 (SCHD . B I I ITEM NO . 20) TEM P O R A R Y C O N S T R U C T I O N E A S E M E N T PER D O C . N O . T T 5 7 4 6 3 5 8 E X P I R E S 12-1 - 2 0 2 3 ( S C H D . B I I I T E M N O . 2 0 ) 1/2" IRON PIPELS #17006 DRAINAGE & UTILITY EASEMENT PER DOC.NO. 4456346 (SCHD. B II ITEM NO. 10) &CONSERVATION EASEMENT PER DOC, NO.3104435 & 4473925 (SCHD. B II ITEM NO. 13) POINT OF BEGINNING LINE 4 AREA TAKEN IN FEE BY METCOUNCIL PER DOC. NO. T05536596,T05663646 AND T05618831 (SCHD.B II ITEM NO. 10 & 19) AREA TAKEN IN FEE BY MET COUNCIL PERDOC. NO. T05536596, T05663646 ANDT05618831 (SCHD. B II ITEM NO. 10 & 19) TEMPORARY CONSTRUCTIONEASEMENT PER DOC. NO.T5746358 EXPIRES 12-1-2023(SCHD. B II ITEM NO. 20) NOTTANGENT 1" IRON PIPE L=96.04 R=300.00 Δ=18°20'30"L=194.02CH=193.80CHB=S 23°47'53" WR=1185.92Δ=9°22'25"L=50.73CH=50.73CHB=S 9°34'16" WR=3659.72Δ=0°47'39"N89°06'03"E 770.00S09°10'27"W 402.166 4 . 0 3 S 2 9 ° 2 9 ' 0 8 " E 103.36S09°10'27"WN86°29'18"W17.82 S08°03'55"E39.35 S49°28'56"E44.99 N70°45'33"E61.11S12°13'01"E 657 .61 N77°43'31" W 7 0 7 . 1 7 1 0 6 . 4 1 S 2 9 ° 4 6 ' 3 8 " E S77°46'59"W 1 7 1 . 9 8 N01°27'15"W 240.40N86°45'51"W 280.09 N13°41'21"W 261 .2081.38N12°13'01"W S77°47'12"W8.00 L=53.98R=39.00Δ=79°18'21"547 LOT 1 LOT 2 OUTLOT A OUTLOT B 94 AREA=157,102 SQ.FT. OR 3.61 ACRES AREA= 95,108 SQ.FT. OR 2.18 ACRES AREA= 413,203 SQ.FT. OR 1.68 ACRES AREA= 73,286 SQ.FT. OR 1.68 ACRES207 51 4457 180 67 43123303869208 233 104 1 4 1 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150N:\0031916.00\DWG\SURVEY\0031916.00-V-PP01.DWGC200 EDEN PRAIRIE, MN 08/23/2021 . NAS TWB BLUE STEM NORTH PRELIMINARY PLATGOLDEN TRIANGLE TOD MINNEAPOLIS, MN 08/23/2021 GRECO REAL ESTATE DEVELOPMENT, LLC© 2021 Westwood Professional Services, Inc.Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1" = 50' 50' PROJECT NUMBER: 0031916.00 1. This survey was prepared using Stewart Title Guaranty Company, Title Commitment Numbers 58693 all having effective dates of May 20, 2021at 7:00 A.M. 2, The address of the surveyed property is 6901 Flying Cloud Drive, Eden Prairie, MN. 4. Subject property contains 738,704 Sq. Ft. or 16.96 acres. 5. According to the zoning report provided the subject property is currently zoned OFC (Office District). 6. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities showncomprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicatedalthough the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. (GopherOne Call ticket number: 211534957) 7. Bearings based on the Hennepin County coordinate system, (NAD 83 - 1986 Adjustment) 8. Edge of delineated wetland per wetland delineation report by environmental scientist, Robert Cress with Westwood Professional Services, dated 08/16/19. SURVEYOR'S NOTES (NOT TO SCALE) SITE VICINITY MAP LEGEND FOUND MONUMENT (SEE LABEL) EASEMENT LINE SECTION LINE PROPOSED LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE SET 1/2" IRON PIPE LS55343 Lot 1, Block 1, and Outlot A, Liberty Plaza, except that part which lies northeasterly of Line 2 described below and also lies Southwesterly andSoutheasterly of Line 4 described below. Line 2: Commencing at the Northeast corner of said Outlot A; thence Westerly on an azimuth of 273 degrees 14 minutes 16 seconds along theNorth line of said Outlot A a distance of 341.50 feet to an angle point in the North line of said Outlot A; thence on an azimuth of 282 degrees 16minutes 45 seconds along said North line of Outlot A a distance of 6.01 feet to the point of beginning of line 2 to be described; thence on anazimuth of 167 degrees 46 minutes 59 seconds 657.56 feet to the South line of said Lot 1, Block 1, Liberty Plaza, and there terminating. Line 4: Commencing at the Northeast corner of said Outlot A; thence Westerly on an azimuth of 273 degrees 14 minutes 16 seconds along theNorth line of said Outlot A a distance of 280.09 feet to the point of beginning of Line 4 to be described; thence on an azimuth of 166 degrees 18minutes 39 seconds 261.20 feet; thence on an azimuth of 77 degrees 47 minutes 12 seconds 8.00 feet; thence on an azimuth of 167 degrees 46minutes 59 seconds 81.38 feet; thence on an azimuth of 77 degrees 46 minutes 59 seconds 171.98 feet; thence Northeasterly 53.98 feet on anon-tangential curve, concave to the Northwest, having a radius of 39.00 feet, a delta angle of 79 degrees 18 minutes 21 seconds and a chordazimuth of 38 degrees 13 minutes 26 seconds to the East line of said Outlot A and there terminating. Hennepin County, MinnesotaTorrens Property LEGAL DESCRIPTION (PER TITLE COMMITMENT NO. 58693) The following notes correspond to the numbering system of Schedule B, Section II of the above mentioned title commitment. 9. Mortgage, Security Agreement, Fixture Financing Statement and Assignment of Leases and Rents dated October 1, 2019, filed October 2, 2019, as Document No. T05649253,executed by Golden Triangle Station LLC, a Delaware limited liability company, as mortgagor, to First Western Bank & Trust, a North Dakota state banking corporation, asmortgagee, in the original principal amount of $18,000,000.00. (Includes additional land) (NOT PLOTTABLE) 10. The following appears as a recital on the Certificate of Title. While the Company will affirmatively insure against loss or damage sustained by the Insured arising as a result ofthis matter affecting title to the Land, neither Commercial Partners Title, a division of Chicago Title Company, LLC nor Stewart Title Guaranty Company will undertake to havethe recital removed from the Certificate of Title:a. Subject to temporary easements for transportation purposes, in favor of the Metropolitan Council, that expire December 1, 2020, over Parcel No. 302, as contained in Orderdated December 19, 2017, filed June 7, 2018, as Document No. T05536596 (per Examiner's Directive Document No. T05663646). (EXPIRED TEMPORARY EASEMENT NOTSHOWN, AREA TAKEN IN FEE SHOWN ON SURVEY) 11. Easements for utilities and drainage as shown on the recorded plat of Liberty Plaza. (SHOWN ON SURVEY) 12. Terms and conditions of Declaration of Covenants, Conditions and Restrictions dated November 14, 1997, filed December 31, 1998, as Document No. 3104434. (NOTPLOTTABLE) 13. Terms and conditions of and easements contained in Conservation/Scenic Easement, in favor of the City of Eden Prairie, dated November 14, 1997, filed December 31, 1998, asDocument No. 3104435. Amended by Amendment to Conservation/Scenic Easement dated February 12, 2008, filed February 29, 2008, as Document No. 4473925. (SHOWN ONSURVEY) 14. Terms and conditions of Development Agreement for Liberty Plaza dated October 16, 2007, filed November 14, 2007, as Document No. 4446150, and re-filed August 27, 2015,as Document No. T05285951. (SHOWN ON SURVEY) 15. Covenants, conditions, and restrictions contained in Minnesota Wetland Conservation Act Declaration of Restrictions and Covenants for Site Specific Wetland Replacement datedNovember 29, 2007, filed December 6, 2007, as Document No. 4452128. (SHOWN ON SURVEY) 16. Covenants, conditions, and restrictions contained in Minnesota Wetland Conservation Act Declaration of Restrictions and Covenants for Site Specific Wetland Replacement datedNovember 29, 2007, filed December 6, 2007, as Document No. 4452129. (SHOWN ON SURVEY) 17. Terms and conditions of Agreement Regarding Special Assessments Flying Cloud Drive Liberty Plaza dated December 20, 2007, filed April 11, 2008, as Document No. 4486376.(NOT PLOTTABLE) 18. Terms and conditions of Agreement Regarding Special Assessments West 70th Street Liberty Plaza dated December 20, 2007, filed April 11, 2008, as Document No. 4486377.(NOT PLOTTABLE) 19. The following appears as a memorial on the Certificate of Title. While the Company will affirmatively insure against loss or damage sustained by the Insured arising as a resultof this matter affecting title to the Land, neither Commercial Partners Title, a division of Chicago Title Company, LLC nor Stewart Title Guaranty Company will undertake to havethe memorial removed from the Certificate of Title:a. Declaration dated June 3, 2019, filed June 6, 2019, as Document No. T05618831. (SHOWN ON SURVEY) 20. Terms and conditions of and easements contained in Temporary Construction Easement Agreement dated September 14, 2020, filed September 15, 2020, as Document No.T5746358. Temporary construction easement expires December 1, 2023. (SHOWN ON SURVEY) EXCEPTIONS (PER TITLE COMMITMENT NO. 58693) Westwood Professional Services, Inc.3701 12th Street North, Suite 206St. Cloud, Minnesota 56303 SURVEYOR/ENGINEER 0111622340028 PID 08/09/21DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA Christopher R. Foley 55343 Golden Triangle Station LLC275 Market Street, Suite 184Minneapolis, MN 55405 OWNER: LOT 1 3.61 AC. LOT AREA (ACRE)LEGAL DESCRIPTION LOT 2 2.18 AC. 9.49 AC. 1.68 AC. OUTLOT A TOTAL 16.96 AC. LOT AREA CHART OUTLOT B 11/19/2021 - Update property line. ACW (AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGLANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATER PUGPUGPUGPUGPUGPUGGAS FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGXX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX118818'24'24'24'8'8'24'R3'R3'R6'R8'R32'R100'6'5'24'R10'24'R8'6'6'6'R10'10'4126'6'R28'R4'9.0'887434324191919POOLPOOLLOT 1LOT 2OUTLOT ADROP OFF AREAMONUMENTSIGN8'29292920' 7'6'7'4'29R10'SIDEWALK EASEMENT PERSEPARATE EXHIBITSECURITY GATE AT FIRE LANEDEVELOPER TO RESTRIPEFLYING CLOUD DRIVE TOPROVIDE FOR LEFT TURNACCESS INTO PROPERTY.DEVELOPER TO RESTRIPEFLYING CLOUD DRIVE TOPROVIDE FOR LEFT TURNACCESS INTO PROPERTY.25SECURITY GATEAT FIRE LANESECURITY GATEAT FIRE LANESHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916SP01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHCIVIL SITE PLAN BLUE STEM NORTHC201 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1"=40'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00·ZONING:TOD-R, TRANSIT ORIENTEDDEVELOPMENT (RESIDENTIAL)·PARCEL DESCRIPTION:SEE PLAT·PROPERTY AREA:665,414 SF (15.28 AC)·MINIMUM BUILDING SETBACK PER CODE:0'=FRONT (20' MAX.)10'=SIDE / 0'=SIDE TO ROW20'=REAR·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE*REFER TO SHEETS A101 AND A102 FOR ADDITIONL SITE DEVELOPMENT INFORMATION*SITE DEVELOPMENT SUMMARY1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 06/18/2021.2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXCONCRETE PAVERSNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T1 B612 CURB AND GUTTER7 ENTRANCE THRU CURB AND GUTTER8 PRIVATE CONCRETE SIDEWALK9 PUBLIC PEDESTRIAN CURB RAMP10 PRIVATE PARALLEL PEDESTRIAN CURB RAMP14 SIGN INSTALLATION15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING19 PAVEMENT SECTIONS21 HEAVY DUTY CONCRETE SECTION24 CONCRETE CURB AT SIDEWALK25 CURB CUT WITH EROSION CONTROL MAT29 PERVIOUS TRAIL SECTION43 RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM1SITE DETAILS (SI-0XX)LOT 1157,102 SF (3.61 AC.)LOT AREASF (ACRE)LEGALDESCRIPTIONMULTI-FAMILY RESIDENTIALPROPOSED USELOT 294,961 SF (2.18 AC.)OUTLOT A413,351 SF (9.49 AC.)665,414 SF (15.28 AC.)-TOTALSITE DATA CHARTMULTI-FAMILY RESIDENTIAL31,075 SF (19.8%)PERVIOUSAREA - SF (%)IMPERVIOUSAREA - SF (%)-CRUSHED AGGREGATE SURFACE16,974 SF (17.9%)126,027 SF (80.2%)77,987 SF (82.1%)448,809 SF (67.4%)216,785 SF (32.6%)400,760 SF (97.0%)12,591 SF (3.0%) 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 35.28S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50LANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST-102ST-203ST-101ST-8ST-9ST-111ST-18ST-110ST-120ST-107ST-9ST-10ST-121ST-122EX. 8" DIP EX. 8" DIP ST O ST O FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGST-204ST-205ST-206ST-207ST-208ST-209ST-210ST-211ST-212ST-214ST-213ST-9AST-113ST-109ST-108ST-106ST-104ST-104ST-103ST-101ST-102ST-116ST-119ST-118ST-115ST-117ST-114ST-112ST-14A865870863863864864 864866867868869871871871871871872872 872873873873 865 865865 870 870 870863 863 864 864866 866 866 867 867 867 868 868 868 869 869 869 871 871 871 872 872 872873 873 87386 5 865865870870 87 0 870 862 862 8 6 2 863 863864 864 864866 866866866 86 6 866 867867867867867 86 7 867 868868868868 86 8 868 869 869 86 9 869871871 87 1 871872872 87 2 872873873 87 3 87 387 3 BW: 873.50BW: 863.00TW: 873.09TW: 865.00TW: 869.42TW: 874.08TW: 870.92BW: 865.44BW: 864.80BW: 864.50TW: 866.84BW: 866.34TW: 872.28TW: 869.58TW: 865.50BW: 864.55BW: 863.65BW: 864.50TW: 866.85BW: 866.35TW: 872.69BW: 867.92TW: 873.00BW: 867.00TW: 872.68BW: 866.99TW: 873.00BW: 867.00TW: 872.65BW: 867.37TW: 871.46BW: 868.21TW: 869.48BW: 869.00866873873873874.00874.00GLGL GLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGL GL GLGLGL GL GL GL GL GLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGL GLGLGLGLGL GLGL GL GL GL GL GL GL GL GL GL GL GLGL GLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGL871.80TW: 871.00BW: 863.39CITY WETLAND 01-34-A (WB-05)(MEDIUM QUALITY - WATERSHED)(LOW QUALITY - CITY)CITY WETLAND 01-34-A (WB-05)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)(MEDIUM QUALITY - CITY)CITY WETLAND 01-34-H (WB-04)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)(MEDIUM QUALITY - CITY)CITY WETLAND 01-34-G (WB-04)(MEDIUM QUALITY - WATERSHED)(LOW QUALITY - CITY)5001500250035004500550065007500850095010501150125013501450155016501750185019502050215022502350245025502650275028502950305031503250335034503550365037503850395040504150425043504450455046504750485049505050515052505350545055505650575058506550665067506850695070507150725073507550765077507850795080508150825083508450855086508750885089509050915092509350945095509650975099510051015102510351115112511351145115511651175118511951205121512251235124SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916GD01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHGRADING PLAN BLUE STEM NORTHC300 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.1" = 40' 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 35.28S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50LANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST-102ST-203ST-101ST-8ST-9ST-111ST-18ST-110ST-120ST-107ST-9ST-10ST-121ST-122EX. 8" DIP EX. 8" DIP ST O ST O FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGST-204ST-205ST-206ST-207ST-208ST-209ST-210ST-211ST-212ST-214ST-213ST-9AST-113ST-109ST-108ST-106ST-104ST-104ST-103ST-101ST-102ST-116ST-119ST-118ST-115ST-117ST-114ST-112ST-14A1.81.71.20.00.00.00.02.02.54.85.75.76.03.01.60.50.20.40.12.92.72.32.74.94.95.66.16.67.06.87.16.45.13.83.01.91.30.10.33.33.12.72.52.55.87.78.59.09.18.37.76.76.35.03.74.43.42.10.10.70.90.00.00.72.82.72.72.52.56.27.88.69.19.39.49.38.77.85.33.55.84.13.11.40.33.54.63.40.71.02.22.22.93.23.03.24.57.18.29.09.18.85.45.84.83.36.45.23.92.72.50.21.61.40.61.50.41.32.73.64.24.13.73.13.53.43.43.43.43.33.46.96.97.16.05.95.54.54.64.26.07.88.78.59.610.61.91.40.00.04.35.15.24.94.44.03.63.84.23.93.53.84.26.46.46.36.46.86.05.86.26.84.05.86.46.27.89.44.45.20.40.45.05.25.15.25.45.35.04.85.04.54.34.65.06.25.96.47.37.36.76.47.42.82.83.44.04.05.97.54.33.90.75.55.04.34.54.74.84.94.74.85.35.95.56.06.05.56.58.48.07.07.37.82.62.62.94.34.22.50.62.70.65.84.74.03.93.94.14.23.84.04.14.44.75.85.76.27.48.78.67.57.78.12.72.75.010.310.77.10.24.30.35.34.24.03.23.93.94.03.93.94.04.04.16.55.97.28.29.39.58.88.08.22.82.83.97.810.44.52.66.50.10.60.61.42.33.14.25.66.16.54.93.93.96.76.57.39.310.21.92.92.92.92.82.82.82.72.82.83.88.00.30.70.21.02.33.45.05.86.36.56.86.96.76.58.18.72.62.93.02.92.92.92.82.82.82.93.04.80.60.10.84.65.45.45.45.96.36.26.27.47.02.62.93.03.03.02.92.92.82.82.92.14.10.31.01.31.05.86.36.36.56.47.07.92.72.83.03.13.02.92.82.93.00.92.70.40.00.00.70.21.47.45.76.17.28.32.72.82.93.03.02.92.82.93.00.31.60.10.10.10.20.11.14.55.57.22.62.72.82.93.03.03.02.93.03.01.51.70.51.81.55.27.12.72.72.82.93.03.03.03.03.13.12.70.66.76.58.22.72.82.82.92.92.93.03.03.14.43.87.67.57.92.82.82.92.92.92.93.03.03.15.85.47.37.72.82.93.03.03.03.03.03.03.16.97.22.06.72.42.83.03.03.03.03.03.02.93.27.46.95.62.82.93.03.03.03.03.03.02.97.46.95.44.82.83.03.03.03.03.03.02.92.96.36.43.94.12.93.03.03.03.13.13.03.02.95.26.02.72.62.93.13.13.13.13.13.13.03.04.17.13.52.42.73.03.13.13.13.13.13.13.13.13.11.71.52.83.13.23.33.33.33.23.23.21.83.40.80.71.11.85.93.43.43.43.23.13.32.45.40.40.50.81.62.63.91.61.21.03.13.32.13.50.40.20.61.41.91.71.10.90.70.00.00.60.00.01.00.50.10.20.40.60.40.10.30.00.00.40.60.30.50.10.00.00.50.30.90.30.30.60.00.00.20.31.50.1SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916GD02.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHCUT-FILL PLAN BLUE STEM NORTHC301 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.1" = 40'CUT: 22,517 CYFILL: 15,054 CYNET CUT: 7,463 CY 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50LANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST-102ST-203ST-101ST-8ST-9ST-111ST-18ST-110ST-120ST-107ST-9ST-10ST-121ST-122EX. 8" DIP EX. 8" DIP ST O ST O FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGST-204ST-205ST-206ST-207ST-208ST-209ST-210ST-211ST-212ST-214ST-213ST-9AST-113ST-109ST-108ST-106ST-104ST-104ST-103ST-101ST-102ST-116ST-119ST-118ST-115ST-117ST-114ST-112ST-14ASFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F SF SF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F SF SF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCE (TYP.)REDUNDANT SILTFENCE ADJACENT TOWETLANDS (TYP.)INLET PROTECTIONINLET PROTECTIONROCKCONSTRUCTIONENTRANCESEE LANDSCAPE PLAN FORFINAL STABILIZATION ANDGROUND COVER (TYP.)SEE LANDSCAPE PLAN FORFINAL STABILIZATION ANDGROUND COVER (TYP.)SEE LANDSCAPE PLAN FORFINAL STABILIZATION ANDGROUND COVER (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916EC01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHEROSION CONTROL PLAN BLUE STEM NORTHC400 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.001" = 40'PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00XX(AREA OF MINIMAL FLOODING)ZONE XEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH202203SSSSHHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50RIM=869.71INV. N/E=844.66INV. S=844.62RIM=861.41INV. N=844.88INV. S=843.61RIM=861.48INV. NW=843.73INV. NE=844.62INV. S=843.48RIM=861.76INV. SE=850.80INV. W=850.93LANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANS A N SANWATWATWATWATEX. 8" DIP EX. 8" DIPEX. 15" RCPEX. 18" RCPEX. 21" RCP EX. 18" RCP ST O ST O SSSEX. 15" RCPFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGWATWAT8" FIRE SERVICE STUB6" DOMESTIC WATER STUB8" DIP6" DIP8" FIRESERVICE STUB6" DOMESTICWATER STUB12" SANITARY STUBIE=857.012" SANITARY STUBIE=856.06" DIP WM6" DIP WM6" DIP WM6" DIP WMCONNECT TO EX. WATERWITH 8"X6" REDUCER6" TEE, 6" GATE VALVE,6" HYDRANT LEAD,HYDRANT6" TEE, 6" GATE VALVE,6" HYDRANT LEAD,HYDRANT6" TEE, 6" GATE VALVE,6" HYDRANT LEAD,HYDRANTWET TAP CONNECT TOEXIST. 8" DIP WITH VALVE6"- 45° BEND6"- 45° BEND6"- 45° BEND6"- 45° BEND6"- 45° BEND6"- 45° BEND6"- 45° BEND6"- 45° BENDSAN MH-1RIM=869.5IE(S)=856.0IE(NW)=855.0IE(W)=854.924'-12" PVC SAN @ 4.17%95'-12" PVC SAN @ 1.05%27'-12" PVC SAN @ 2.0%CONNECT TO EXIST. MANHOLEWITH NEW OUTSIDE DROPTOP OF DROP IE=854.36EX. DROP IE=844.668" DIP8" DIP6" DIP 8"X6" REDUCERSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916UT01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHSANITARY AND WATERPLAN BLUE STEM NORTHC500 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLC © 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALLBE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THECITY ENGINEERS ASSOCIATION OF MINNESOTA.3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8'OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS.13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC)SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPEWITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTMD2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTSMUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE ANDCEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBINGCODE, PART 712.0.14. STORM SEWER PIPE:A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76WITH R-4 GASKETS.C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.GENERAL UTILITY NOTESSDTNOT FOR CONSTRUCTION0'1" = 40'120'80'40' XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00XX(AREA OF MINIMAL FLOODING)ZONE XEDGE OFWATEREXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH202203SSSSHHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTORIM=861.34INV. W=854.54INV. S=857.39RIM=864.83INV.=859.07RIM=864.32INV. W=859.03RIM=861.85INV. N=857.49INV. S=857.16RIM=861.65INV. N/W=854.54INV. S=857.02RIM=861.34INV. N=854.00INV. W=854.21STOSTOSTOSTOSTORIM=862.62INV. N=855.31INV. S=855.23INV. E=856.52RIM=861.12INV. N=856.82INV. S=856.61RIM=861.07INV. N=856.83INV. E=856.87INV. S=856.67RIM=860.97INV. N=857.67RIM=861.00INV. W=857.50INV. S=857.60RIM=861.34INV. N=858.41INV. S=858.64RIM=869.38INV. N=864.92INV. S=865.06INV. E=865.03RIM=869.30INV. W=865.54RIM=873.19INV. N/S=868.50LANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHEDGE OFWATERSTOSTOSTOSTOSTOSTOSTO STOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANS A N SANWATWATWATWATEX. 8" DIP EX. 8" DIP ST O ST O SSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGWATWATFES 100IE = 860.48OCS 101RIM=873.37WEIR=864.60IE(W)=862.50IE(SE)=862.50CBMH 200RIM=872.25IE=864.603' SUMP=861.60STMH 300RIM=871.80IE (S)=866.58IE (W)=865.79IE (E)=864.603' SUMP=861.60CBMH 301RIM=870.10IE=866.6081 LF - 15" STM @ 1.00%RD 310IE=868.0071 LF - 18" STM @ 2.00%RD 410IE=868.00STMH 400RIM=873.70IE (N)=868.00IE (E)=867.80IE (W)=864.603' SUMP=861.6014 LF - 24"STM @ 1.42%CB 401RIM=862.50IE=858.00CATCH BASIN PUMPED INTERNALLY.DISCHARGES TO UNDERGROUNDINFILTRATION SYSTEM101 LF - 15"STM @ 2.00%72" DIA. CMP PIPE NETWORKFOOTPRINT = 9,760 SFBOTTOM OF ROCK = 862.00WEIR OUTLET = 864.60100 YR HWL = 868.29VOLUME BELOW WEIR = 0.364 AC-FTSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916UT01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHSTORM WATER PLAN BLUE STEM NORTHC501 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLC © 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGENDSEE SHEET C500 - SANITARY AND WATER PLAN FOR UTILITY NOTESSDTNOT FOR CONSTRUCTION0'1" = 40'120'80'40' SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916DT01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHDETAILS BLUE STEM NORTHC600 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLC © 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00ENTRANCE THRU CURB AND GUTTERSI07NOTES:1. 1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132. CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17PLAN VIEWSECTION A-A1/2" EXPANSION JOINT3'R MIN.VARIABLE WIDTH TO BE STAKED IN FIELD1/2" EXPANSION JOINT IFMATCHING CONCRETE3'3'R MIN.1/2" EXPANSION JOINTFLOW LINETO BE PAID AS 6" CONC. APRONTO BE PAID ASCONC. C&G TO BE PAID ASCONC. C&GBIT. SURFGUTTERAS DIRECTED BY ENGINEER3.0'TO BE PAID AS6" CONC. D.W.TO BE PAID AS 6" CONC. APRONAA2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1. SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASEHANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITYCODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67.5°SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONSX" MnDOT TYPE SPWEA340E WEARING COURSEX" MnDOT TYPE SPNWB330E BASE COURSEX" MnDOT SPEC. 3138 CLASS 5X" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAYX" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATX" MnDOT TYPE SPWEA340E WEARING COURSEX" MnDOT TYPE SPNWB330E BASE COURSEX" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATLAST REVISED:08/15/17BITUMINOUS TRAILSI20X" BITUMINOUS WEAR COURSE MnDOT 2360 SPWEA240BX" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASECOMPACTED SUBGRADE6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211LAST REVISED:08/15/17HEAVY DUTY CONCRETESECTION LOADING DOCKSI21NOTES:1. CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4. DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE.7" 4000 PSI TYPE 3 CONCRETESURFACE COMPACTIONBUILDING CONTRACTORSI24CONCRETE CURB AT SIDEWALKEDGE OFCURBEXPANSION JOINTNOTE:SEE STRUCTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.6"SITE CONTRACTORCONC SIDEWALKLAST REVISED:08/15/17BASE MATERIALBITUMINOUS TRAIL SECTIONLAST REVISED:08/15/17SI292 1/2" BITUMINOUS TRAIL, 8' WIDE MNDOT2360 SPWEA240B BEVEL EDGES4" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASEREUSE SUBGRADE EXCAVATION,TOPSOIL AND SODEXISTING SOILUNSTABLE SUBGRADE SECTIONSUBCUT & BACKFILL WITH 12" MIN. SELECT GRANULARBORROW (MNDOT SPEC 3149.2B) AS DIRECTED. EXTEND1' BEYOND EDGE OF TRAIL.GEOTEXTILE FABRIC6"VARIES TWBWNOTE:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR WALL, BASE ANDREINFORCEMENT/ANCHORING SIGNED BY A PROFESSIONAL STRUCTURAL ENGINEERLAST REVISED:08/15/17RETAINING WALL WITH FENCEUSING SLEEVE-IT SYSTEMSI43N.T.S.GEO. REINFORCEMENTGEO. REINFORCEMENTSLOPE TOP TO DRAINSET POSITION OF SLEEVEIMMEDIATELY BEHINDTOP MOST BLOCKCAP UNIT, ADHERED TO TOPCOURSE USING ADHESIVEMODULAR CONCRETE UNIT RETAININGWALL BATTER PER MANUFACTURER SPEC.ANCHORING PINS(AS REQUIRED)BACKFILLCOMPACTED TO 95%OF MAX. STANDARDPROCTOR DENSITYGEOSYNTHETIC REINFORCEMENT.LENGTH AND SPACING VARIESDEPENDING ON WALL HEIGHT. SEEMANUFACTURER SPECS.FINISH GRADE, SEE GRADING,SITE, AND LANDSCAPE PLANFOR TREATMENTGRANULAR FILL4" DIA. (MIN.) DRAIN TILE OUTLET AT ENDOF WALL OR AT 40' O.C. MAX. SLOPE TODRAIN (1/8"/FT.)GRAVEL LEVELING BASEFENCE WITH POSTCENTERED ONSLEEVE-IT TUBESLEEVE-IT (12" DIA. x 24" DEEP)FILL SLEEVE WITH CONCRETEFLUSH TO FINISH GRADEREFER TO GRADING, SITE,AND LANDSCAPE PLANSFOR TREATMENT BEHINDTHE WALL6.5"MIN.6"MIN.6.5"MIN.1'4"MIN. 3' 4'MIN. 12"MIN.LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5. "HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX.SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILLLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1. FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2. WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3. ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4. LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' MIN.WIDTH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1. CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2. IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3. WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROAD ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-APOCKETNOTES:1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2. FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3. DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES41 2 " 12"12"2"NOTE:SEE STORM WATER POLLUTION PREVENTION PLANFOR EROSION CONTROL SCHEDULELAST REVISED:08/15/17EROSION CONTROL ATFLARED END SECTIONSGD27REMOVE SILT FENCE TOTHE EDGES OF RIP-RAPINSTALL NEW SILT FENCEPLACE RIP-RAP ON ALLDISTURBED SOILS PERMNDOT STANDARDSPLATE NO. 3133CWOOD FIBER BLANKET ALLDISTURBED AREAS ACCORDINGTO EROSION BLANKET DETAILDOWNSTREAM OUTLETUPSTREAM OUTLET42"NOTES:1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REVISED:08/15/17TREE PROTECTIONGD36DRIPLINEORANGE CONSTRUCTION FENCESTAKED EVERY 6'"T" POST OR EQUAL6' METAL FENCE POST.STAKE EVERY 6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.6' MAXPLANELEVATIONLAST REVISED:08/15/17 TYPICAL FIBER ROLLS FOR PERIMETER CONTROL OF CONSTRUCTION AREA LIMITGD42NOTES:1. FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES COMMENCE.2. FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE STRAW, FLAX, OR ASIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT TUBULAR ROLL BY NETTING. USE A 6" OR12" DIA. ROLL.3. TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE TRENCH DEPTHSHOULD BE 1/4 TO 1/3 OF THE THICKNESS OF THE ROLL, AND THE WIDTH SHOULD EQUAL THEROLL DIAMETER, IN ORDER TO PROVIDE AREA TO BACKFILL THE TRENCH.4. STAKE FIBER ROLLS INTO THE TRENCH. DRIVE STAKES AT THE END OF EACH FIBER ROLL ANDSPACED 4 FEET MAXIMUM ON CENTER. USE WOOD STAKES WITH NOMINAL CLASSIFICATION OF0.75 IN BY 0.75 IN. AND A MINIMUM LENGTH OF 24 IN.5. ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND PARALLEL TO THESLOPE CONTOUR.6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THEROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM 6" HIGHER IN ELEVATION THAN THE LOWPOINT.7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED AMINIMUM OF 6 INCHES, NOT ABUTTED.8. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY APPLICATION ONLYAND SHOULD BE REMOVED FOLLOWING STABILIZATION. FIBER ROLLS USED IN A PERMANENTAPPLICATION SHALL BE ENCASED WITH A BIODEGRADABLE MATERIAL AND MAY BE LEFT IN.9. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT AREAS ARESTABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR POLLUTANT SOURCES NO LONGERPRESENT A HAZARD. BUT, THEY SHOULD ALSO BE REMOVED BEFORE VEGETATION BECOMES TOOMATURE SO THAT THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATIONTHAN IS NECESSARY10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FORTHE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM, THEBMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDEDRAIN EVENTS, AND AFTER THE CONCLUSION OF RAIN EVENTS.11. REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS.12. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED INORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENTACCUMULATION REACHES ONE-THIRD THE DESIGNATED SEDIMENT STORAGE DEPTH.13. RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HASOVERTOPPED THE FIBER ROLLS. THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED.SLOPEMAX SPACING(H:V)< 4:14:1 - 2:1> 2:1FT.201510* A CLOSER SPACING IS MORE EFFECTIVE3/4"3/4"FLOWFLOWFLOW24" MIN.4' MAXUPSLOPE DISTURBEDAREA/PROJECT SITEDRIVEN WOODENSTAKES TO BEPERPENDICULARTO SURFACEWRAP ENDS UPSLOPE TOCONTAIN RUNOFF FROMCONSTRUCTION AREAUNDISTURBED AREAOVERLAP ROLLSMIN. 6"NOTE:MATCH ENDS INTO CURB ANDGUTTER OR TAPER AS NECESSARY.CURB CUT WITHEROSION CONTROL MATSI25FLOW EROSION CONTROL MAT1:1 TAPERFLOWFLOW12"(TYP.)1:1 TAPER13.5"4'TYPICALSECTION A-APERSPECTIVEFLOWAALAST REVISED:08/15/17F LOW 4'TYPICA L CONCRETECURB ANDGUTTERWIDTH VAR IES SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916DT01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHDETAILS BLUE STEM NORTHC601 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLC © 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.00LAST REVISED:08/08/17WM04WATERMAIN BLOCKINGUNDISTURBED SOILUNDISTURBED SOILDIA.AB6"8"10"12"3'-0"2'-0"1'-3"1'-1"2'-0"3'-0"3'-0"3'-0"DIMENSIONS A & B VARY ACCORDINGTO PIPE SIZE AND TEST PRESSURENOTES:1. GATE VALVE CLOCKWISE OPENING ON SPWU SYSTEM OPENING2. COUNTERCLOCKWISE OPENING ON NORTH ST. PAUL SYSTEM VALVESCONFORMING TO AWWA C-5093. 12" WATERMAIN AND LARGER REQUIRE BUTTERFLY VALVES 12 " MI N .AATIMBER BLOCKINGAS PER SPECS.PLUGCONCRETE BLOCKINGA12"MIN.TALE FOR150 P.S.I.TEST PRESSURE12" MIN.B1'-2'LAST REVISED:04/21/17WM02GATE VALVETYLER SERIES 6860, ITEM G OR EQUALCOMPACTEDBACKFILLGATE BOX TO RESTON CONCRETE BLOCKSMIN. 4" ABOVE PIPE OR VALVESET RIM 1/4" - 1/2" BELOWFINISHED SURFACEMECHANICAL JOINTFITTING W/ RETAINERGLANDS (TYP)8'-0"4" MIN.NOTES:1. GATE VALVE CLOCKWISE OPENING ON SPWU SYSTEM OPENING2. COUNTERCLOCKWISE OPENING ON NORTH ST. PAUL SYSTEM VALVESCONFORMING TO AWWA C-5093. 12" WATERMAIN AND LARGER REQUIRE BUTTERFLY VALVESBASE SUPPORT DETAILSTANDARD VALVE BOXLAST REVISED:08/08/17WM05WATERMAIN CROSSINGNOTE:1. TIE ALL JOINTS WITH MEGALUGS (8 REQUIRED)PROPOSED W.M.DOUBLE NUTRODS AT ALLFLANGES(TYP.)INSTALL 45° BENDS1/2" TIE ROD(TYP.)TIE BACK ONE (1)PIPE LENGTH ONEACH ENDINSULATION AS REQUIREDEXISTING SANITARY SEWER18" MIN.4"LAST REVISED:08/08/17WM06WATERMAIN INSULATIONSEWERWATERMINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILLWATERMAINW.M. COVER WIDTH (W) 4.0'-4.9' 8' 5.0'-5.9' 6' 6.0'-7.0' 4' 7.0' + 0'NOTES:1. INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2. INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3. SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4. ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.5. SANITARY SEWER INSULATION SIMILARMINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/LMECHANICAL COMPACTEDBACKFILL6"W/2W/218"MIN.INSULATION FOR SHALLOW WATER MAININSULATION AT PIPE CROSSING4"3'LAST REVISED:08/10/17ST07DRAINTILENOTES:1. CENTERLINE OF DRAINTILE TO BE AT OR BELOW BOTTOM OF SUBBASE2. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED.GRADE TO DRAIN4" PERFORATED PVC, OR DUAL WALLSMOOTH INTERIOR CORRUGATED PE PIPE.NOTCH SUB-GRADEFOR PIPE PLACEMENTCOURSE FILTERAGGREGATE MnDOT 3149.2HVARIES PERPAVEMENT SECTIONdd/2d/2d/2GEOTEXTILE FABRIC-TYPE V(MnDOT 3733)24"MAX. 48" TO 72" 1 1/4" 12" 1" 21" TO 42" 1" 6" 3/4" 18" 3/4" 4" 5/8"RCP FLAREDEND SECTIONLAST REVISED:08/11/17ST17NOTE:TIE LAST 3 PIPE JOINTS.USE 2 TIE BOLT FASTENERS PER JOINT INSTALLEDAT 60 DEGREES FROM TOP OR BOTTOM OF PIPE.NOTE:PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO FLARED END.HOT DIP GALVANIZE AFTER FABRICATION.ANCHOR BOTH SIDES6"MAX.PLAN VIEWSIDE VIEWSIZE OF BARS "H" BOLTSH2'-3"4'LAST REVISED:08/11/17SS01AAOUTLET PIPENOTES:1. THIS CONSTRUCTION IS NOT TO BE USED WITH PIPE LARGER THAN 36" DIAMETER.2. PIPE TO MANHOLE CONNECTION SHALL HAVE "A-LOK" CAST-IN-GASKET.MANHOLE CASTING & COVER, NEENAH NO. R-1642 STAMPED"SANITARY SEWER" OR EQUAL w/CONCEALED PICK HOLE.ADJUSTING RINGS (2 MIN., 6 MAX.). SET IN FULLMORTAR BED. PLASTER INSIDE AND OUTSIDE.ECCENTRIC CONESTEPS - MNDOT TYPE "N" OR TYPE "W"SPACED VERTICALLY AT 16" O.C.PREFORMED GASKET TYPE SEALSTANDARD 4'-0" I.D. MANHOLE SECTION.HEIGHT VARIES AS REQUIRED.PROVIDE MORTAR FILLETS TO FIT BOTTOMPORTIONS OF PIPE TO DIRECT FLOW TO OUTLET.SEE SECTION A-A.PRECAST CONCRETE BASE. ALTERNATE 8"CONCRETE BASE POURED IN PLACE, IFAPPROVED BY ENGINEER.SHAPE MORTAR FILLET TO PROVIDEA FLAT AREA EACH SIDE OF INVERTFOR STANDING ROOM. THESE MUSTBE SLOPED TO DRAIN INTO INVERT.INVERT7" 4'VARIES8"6'PROFILE VIEWSECTION A-AINVERTSANITARY MANHOLE PRECAST MANHOLEWITH ADJUSTABLE RINGSST05RIPRAP AT OUTLETS810108121418201612L(Ft.)TABLE OF QUANTITIES24"DepthDepth18"RiprapRiprapApron(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)RiprapDepth12"(In.)PipeRoundDia.2.32.11.51.21.00.70.50.40.316.413.212.39.48.56.45.92.21.71.61.10.90.80.60.40.30.312.39.99.27.16.44.84.41.51.21.10.80.60.50.40.30.20.212.510.68.26.66.24.74.33.23.0RIPRAP AT OUTLETSCLASS IVCLASS IICLASS III2.929.624.921.122.218.715.814.848423630272421181512PLANSECTION B-BRIPRAP1'2'2'SECTION A-AGRANULAR FILTERGEOTEXTILE FABRICMNDOT 373352GRANULAR CUSHION4GRANULARCUSHIONGEOTEXTILE FABRICMNDOT 373321'1RIPRAPDIA. E 2'32' 2'AA1441BBLNOTES:1. FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'.2. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS.3. DIMENSION "E" EQUALS INSIDE WIDTH OF APRON.4. GRANULAR FILTER, MNDOT 3601, MAY BE USED AS A CUSHION LAYER. PLACE FILTER PER MNDOT 2511.5. GRANULAR FILTER OR RIPRAP, MNDOT 3601, TO EXTEND UNDER ENTIRE OPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT.6. CONTRACTOR SHALL PLACE RIPRAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED. EXTEND AREA TO MATCH UNDISTURBED SOIL.GranularFilterUnderApronGranularFilterUnderApronGranularFilterUnder4d50 = 6"d50 = 9"d50 = 12"LAST REVISED:08/10/171PIPE BEDDING DETAILSFOR PVC & HDPESS10LAST REVISED:08/15/17"BC" DENOTES OUTSIDEDIAMETER OF PIPECOURSE FILTERAGG. (MNDOTSPEC. 3149.2H)PIPE FOUNDATION AND BEDDING IN POOR SOILSPIPE FOUNDATION & BEDDING IN GOOD SOILS"BC" DENOTES OUTSIDEDIAMETER OF PIPEGRANULAR BORROW(MNDOT SPEC. 3149.2B1)BCFOUNDATIONCOMPACTEDBACKFILLBEDDINGBC12"MIN.=2D+BC+12"6"COMPACTEDBACKFILLMIN.=BC+12"12" 6"DPIPE BEDDING DETAILSFOR RCP & DIPLAST REVISED:08/15/17SS11COARSE FILTER AGGREGATE(MNDOT SPEC. 3149.2H)LOAD FACTOR 1.5CLASS C-1HAND SHAPED FROM FIRMUNDISTURBED SOILLOAD FACTOR 1.9CLASS ACONCRETE BACKFILL TO 0.5 OF OUTSIDEDIAMETER WITH SHAPED BEDDINGLOAD FACTOR 2.3CLASS BHAND SHAPED FROM ANGULARBEDDING MATERIALCOMPACTEDBACKFILLNOTES:1. "BC" DENOTES OUTSIDE DIAMETER OF PIPE2. "W" BC+12" MIN.2000#CONCRETELOAD FACTOR 1.5COMPACTEDBACKFILLBCBCCOMPACTEDBACKFILL0.5 BC MIN.0.5 BC MIN.WW12" BC/4 BUTNOT LESSTHAN 6"BCBCCLASS C-2HAND SHAPED FROM ANGULARBEDDING MATERIALNORMALBEDDINGCOARSE FILTER AGGREGATE(MNDOT SPEC. 3149.2H)COMPACTEDBACKFILLWW6"MIN. BC/4 BUT NOTLESS THAN 6"0.5 BC0.5 BCVARIES(SEE PLAN)3'LAST REVISED:08/10/17ST04CATCH BASIN (SUMP)AANOTES:1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3. SEE DETAIL ST16 FOR CASTING TYPE.24"CONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGSINVERT ELEVATION(SEE PLAN)SECTION A-APLAN36"12" SIDE SPACING(TYP.)6"36" INTERIOR SPACING(TYP.)72"'(TYP.)LAST REVISED:08/23/21UNDERGROUND CONTECH STORMWATER STORAGEST20WASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL24" INLET PIPEBOTTOM OF ROCK = 862.00SEE PLAN FOR PIPELENGTH24" CONNECTION PIPE6"WEIR WALLELEVATION = 864.6018" STRUCTURE OUTLET PIPEHEADER PIPE PROFILEIE = 862.50IE = 862.50IE = 862.50NOT TO SCALEFOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION.IE=846.60 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 EXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOLANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHSTO STOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCITY WETLAND 01-34-A (WB-05)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-F (WB-03)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-A (WB-05)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)(MEDIUM QUALITY - CITY)CITY WETLAND 01-34-H (WB-04)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)CITY WETLAND 01-34-G (WB-04)(MEDIUM QUALITY - WATERSHED)40' WETLAND BUFFER60' WETLAND BUFFER40' WETLANDBUFFER60' WETLAND BUFFER40' WETLAND BUFFER60' WETLAND BUFFER40' WETLAND BUFFER3.16'HIGH VALUE MITIGATION AREAWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916WT01.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHWETLAND BUFFERREQUIREMENTS BLUE STEM NORTHC800 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.001" = 40'WETLANDREQUIRED 40'/60' BUFFER AREA*WETLAND BUFFER TABLE01-34-A01-34-F17,720 SF87,796 SF*REQUIRED BUFFER = 40' FOR MEDIUM VALUE WETLANDS AND 60' FOR HIGH VALUE WETLANDSBASED ON MORE RESTRICTIVE NINE-MILE CREEK WATERSHED DISTRICT STANDARDS.01-34-G/H22,335 SFHIGH VALUE MITIGATION AREA 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 EXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOLANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHSTO STOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCITY WETLAND 01-34-A (WB-05)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-F (WB-03)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-A (WB-05)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)(MEDIUM QUALITY - CITY)CITY WETLAND 01-34-H (WB-04)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)CITY WETLAND 01-34-G (WB-04)(MEDIUM QUALITY - WATERSHED)40'/60' AVERAGEWATERSHED BUFFER40'/60' AVERAGEWATERSHED BUFFER20' MINIMUMWETLAND BUFFER45 . 3 7 ' 3.16'WETLAND BUFFERMONUMENT SIGN (TYP.)WETLAND BUFFERMONUMENT SIGN (TYP.)WETLAND BUFFERMONUMENT SIGN (TYP.)WETLAND BUFFERMONUMENT SIGN (TYP.)40' AVERAGEWATERSHED BUFFER35.07'43.87'SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916WT02.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHPROPOSED WETLANDBUFFER PLAN BLUE STEM NORTHC801 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.001" = 40'WETLANDPROPOSED 40'/60' AVERAGE BUFFER AREAREQUIRED 40'/60' BUFFER AREA*17,222 SFWETLAND BUFFER TABLE01-34-A01-34-F88,248 SF*REQUIRED BUFFER = 40' FOR MEDIUM VALUE WETLANDS AND 60' FOR HIGH VALUE WETLANDSBASED ON MORE RESTRICTIVE NINE-MILE CREEK WATERSHED DISTRICT STANDARDS.WETLAND BUFFER MONUMENT SIGN22,375 SF01-34-G/H17,213 SF87,796 SF22,335 SF 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 EXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOLANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHSTO STOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCITY WETLAND 01-34-A (WB-05)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-F (WB-03)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-A (WB-05)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)(MEDIUM QUALITY - CITY)CITY WETLAND 01-34-H (WB-04)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)CITY WETLAND 01-34-G (WB-04)(MEDIUM QUALITY - WATERSHED)25' STRUCTURE SETBACK3.16'WETLAND BUFFERMONUMENT SIGN (TYP.)WETLAND BUFFERMONUMENT SIGN (TYP.)40' AVERAGEWATERSHED BUFFER43.87'ENCROACHMENTAREA15' STRUCTURESETBACK25' STRUCTURESETBACK25' STRUCTURESETBACK15' STRUCTURESETBACKSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916WT03.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTH CITY WETLAND BUFFERSTRUCTURE SETBACKPLAN BLUE STEM NORTHC802 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.001" = 40'WETLANDWETLAND STRUCTURE SETBACK TABLE01-34-A01-34-F01-34-G/H2' FT2 FT1 FTMIN. SETBACK PROVIDED·TOTAL SETBACK AREA: 37,045 SF·TOTAL ENCROACHMENT AREA: 19,237 SF·TOTAL % ENCROACHMENT AREA: 51.93%15' SETBACK FOR MEDIUM VALUE WETLANDS AND 25' SETBACK FOR HIGH VALUE WETLANDSBASED ON MORE RESTRICTIVE NINE-MILE CREEK WATERSHED DISTRICT STANDARDS.ENCROACHMENT AREA 860865859861862863864860861862863864866865866867868867 86 6 865 864860 865 859 861 862 863 864 866 867 867 867 868870 870870866867867867868868868869869869871871872872 875871872873874 876870 870875866866867 867868 868869 869871 871872 872873 873874865870861862 863864866867868869871 872873873865 862863864866867868869 865870 875862 863 864 866867 868869871872873874 876860865870875858859861862863864866867868869871872873874876877878879860865870875858859861862863864866867868869871872873874876865 861862863864866867868860865859861862863864866 XX PROPOSED RESIDENTIALBUILDING FOOTPRINT = 82,532 SFFFE = 874.00LFE = 863.00PROPOSED RESIDENTIALBUILDING FOOTPRINT = 57,242 SFFFE = 874.00LFE = 863.00NOPARKINGXX(AREA OF MINIMAL FLOODING)WEST 70TH STREETFLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OF WAY)85 85 85(VARIABLE WIDTH PUBLIC RIGHT OF WAY)ZONE XUS HIGHWAY NO. 212 EXISTINGBUILDINGLANDSCAPINGLANDSCAPINGEEDGE OF WETLANDEDGE OF WETLANDEDGE OFWETLANDEDGE OF WETLANDWETLANDWETLANDWETLANDWETLAND (AREA UNDER CONSTRUCTION)200201EHH203HHEESTSTSTE1011121415LANDSCAPINGLANDSCAPINGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOLANDSCAPINGLANDSCAPING(AREA UNDER CONSTRUCTION)EDGE OFCONSTRUCTIONCORNER NOT SET, LANDSIN CONSTRUCTION AREACORNER NOT SET, LANDSIN CONSTRUCTION AREAHHSTO STOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTO STOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGGAS ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGCITY WETLAND 01-34-A (WB-05)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-A (WB-05)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)(MEDIUM QUALITY - CITY)CITY WETLAND 01-34-H (WB-04)WETLAND REPLACEMENT AREA(HIGH QUALITY - WATERSHED)CITY WETLAND 01-34-G (WB-04)(MEDIUM QUALITY - WATERSHED)CITY WETLAND 01-34-F (WB-03)(MEDIUM QUALITY - WATERSHED)EXISTING DECLARATION OFCOVENANTS & RESTRICTIONSFOR WETLAND REPLACEMENTEXISTING DECLARATION OFCOVENANTS & RESTRICTIONSFOR WETLAND REPLACEMENTSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0031916.00\DWG\CIVIL\0031916WT04.DWG EDEN PRAIRIE, MN11/22/2021BLUE STEM NORTHCONSERVATIONEASEMENT PLAN BLUE STEM NORTHC803 .11/22/2021DAVID T. BADE . . . 08/23/2021 607 WASHINGTON AVENUE NORTHMINNEAPOLIS, MN, 55388 GRECO REAL ESTATEDEVELOPMENT, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'### ### or ## 10/06/2021 11/22/2021 . . . CITY RESUBMITTAL CITY RESUBMITTAL . . .PROJECT NUMBER: 0031916.001" = 40'EXISTING CONSERVATION EASEMENTSPROPOSED CONSERVATION EASEMENTSEXISTING DECLARATIONS OF COVENANTS ANDRESTRICTIONS FOR WETLAND REPLACEMENT Architecture Interior Design Landscape Architecture 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS CERTIFICATION Author Checker 1629-29 GOLDEN TRIANGLE STATION A01 EXTERIOR RENDERINGS Mike Krych License Number 08/20/2021 23555 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS Architecture Interior Design Landscape Architecture 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS CERTIFICATION Author Checker 1629-29 GOLDEN TRIANGLE STATION A02 EXTERIOR RENDERINGS Mike Krych License Number 08/20/2021 23555 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS Architecture Interior Design Landscape Architecture 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS CERTIFICATION Author Checker 1629-29 A010 1 ARCHITECTURAL SITE PLAN 1:50 SCALE GOLDEN TRIANGLE STATION A03 SITE RENDERING TRUE NORTH Mike Krych License Number 08/20/2021 23555 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota TYP. SURF. PARKING STALL - 9'X19' w/ 25' DRIVE AISLE TRASH COLLECTION WITHIN BUILDING - STAGING AREA AT GRADE NOTE: SEE PHOTOMETRIC PLANS FOR LIGHTING SIZE & TYPE NOTE: SEE LANDSCAPE PLANS FOR SURFACES & PAVING TYPES TRUE NORTH0'10'25'50'100'200'50'-0"50'-0"20' 1 2 1 2 3 4 5 POTENTIAL ART LOCATION OR INTERPRETATIVE NATURE SIGNAGE LOCATION 6 7 1 NOTE: SEE FLOOR PLANS FOR BUILDING DATA SUMMARY FIRE ACCESS GATE FOR FULL WIDTH ACCESS(PERMANENT OPENING FOR TRAIL ACCESS FIRE ACCESS GATE FOR FULL WIDTH ACCESS (PERMANENT OPENING FOR TRAIL ACCESS) FIRE ACCESS GATE FOR FULL WIDTH ACCESS(PERMANENT OPENING FOR TRAIL ACCESS ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS EX. 8" DIP 15 10 14 12 11 203 EX. 8" DIPEDGE OFWATEREDGE OF WATER (AREA OF MINIMAL FLOODING) ZONE X EDGE OF WETLAND EDGE OF WETLAND EDGE OF WETLAND EDGE OF WETLAND WETLAND WETLAND WETLAND(AREA UNDER CONSTRUCTION)LANDSCAPING EDGE OF CONSTRUCTION CORNER NOT SET, LANDS IN CONSTRUCTION AREA EXISTING BUILDING S. LINE OF THE SW 1/4 OF SEC. 1, TWP. 116N, RGE. 22W &N. LINE OF THE NW 1/4 OF SEC. 12, TWP. 116N, RGE. 22WFLYING CLOUD DRIVE85(VARIABLE WIDTH PUBLIC RIGHT OFWAY)DRAINAGE & UTILITY EASEMENT PER DOC. NO. 4456346 (SCHD. B II ITEM NO. 10) DRAINAGE & UTILITY EASEMENT PER DOC. NO. 4456346 (SCHD. B II ITEM NO. 10) DRAINAGE & UTILITY EASEMENT PER DOC. NO. 4456346 (SCHD. B II ITEM NO. 10) DRAINAGE & UTILITY EASEMENT PER DOC. NO. 4456346 (SCHD. B II ITEM NO. 10) 10 10 10 101010N24°45'02"W 111.506.00S89°06'03"W 32.35 N24°05'32"E 18.11 N16°33'06"E 26.89 N08°59'27"E S02°53'22"W 10.90 10102 3 .1 6 9 2 .8 4 CONSERVATION EASEMENT PER DOC, NOS. 3104435 & 4473925 (SCHD. B II ITEM NO. 13) CONSERVATION EASEMENT PER DOC, NOS. 3104435 & 4473925 (SCHD. B II ITEM NO. 13) CONSERVATION EASEMENT PER DOC, NOS. 3104435 & 4473925 (SCHD. B II ITEM NO. 13)AREA TAKEN IN FEE BY METCOUNCIL PER DOC. NO.T05536596 (SCHD. B II ITEM NO.23)TEMPORARY CONSTRUCTION EASEMENTPER DOC. NO. T05536596EXPIRES 12-1-2020(SCHD. B II ITEM NO. 20)TE M P O RARY C O NSTR U CTIO N EASE M E N T PER D O C. N O. T05536596EXPIRES 12-1-2020 (SC H D. B II ITE M N O. 20) DECLARATION OF RESTRICTIONS AND COVENANTS FOR SITE SPECIFIC WETLAND REPLACEMENT PER DOC. NO. 4452129 DECLARATION OF RESTRICTIONS AND COVENANTS FOR SITE SPECIFIC WETLAND REPLACEMENT PER DOC. NO. 4452128 HH HH S E E E S S E NOPARKING GRAPHIC LEGEND: CONCRETE #1, PLAIN BROOM FINISH TURFGRASS: SOD, IRRIGATED (SEE SPEC) CONCRETE #2, INTEGRALLY COLORED DECOMPOSED GRANITE TRAIL MASS PLANTING BED; MIN. 12" PLANTING SOIL, 3" SHREDDED HARDWOOD MULCH, STEEL EDGER WHERE PLANTING BEDS MEET NATIVE SEED OR SOD; MIX OF NATIVES/PERENNIALS WHERE SHRUBS ARE NOT SHOWN DECORATIVE PAVING; MATERIAL TBD. NATIVE SEEDED AREA; MESIC MIX OF WILDFLOWERS AND GRASSES COLORED, STAMPED BITUMINOUS PAVING BITUMINOUS PAVING BOARDWALK; MATERIAL TBD. 1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A PERFORMANCE IRRIGATION PLAN AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 2.SHRUB & PERENNIAL BEDS TO BE IRRIGATED WITH DRIP IRRIGATION. SOD TO BE IRRIGATED WITH SPRAY. 3.LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIALS GROWTH REQUIREMENTS. 4.LANDSCAPE CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL PLANTING AREAS. 5.COORDINATE IRRIGATION SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. 6.RAIN SENSORS TO BE INCLUDED WITHIN THE IRRIGATION DESIGN. 7.IRRIGATION LIMITS TO EXTEND TO STREET BACK OF CURB. IRRIGATION NOTES: L1 L1 L1 L1 L22 L22 L13 L13 L20 L9 L9 L21 L18 L18 L6 L6 L6 L2 L2 L7 L7 L7 L7 L8 L3 L3 L4 L4 L6 L19 L19 L5 L11 L11 L17 L2 L17 L17 L3 L3 L3 L11 L11 L11 L11 L11 L14 L8 L15 L15 L20 L31 L23 L24L25 L26L24 L23 L27 L28 L28 L30 L28 L28 L29 L29 L29 L28 L28 L28 L28 L28 L30 L30 L30 L30 ROOFTOP AMENITY DECK ROOFTOP AMENITY DECK L31 KEY NOTES: TRUE NORTH G Architecture Interior Design Landscape Architecture Engineering B K V R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://1629-29 Greco - Golden Triangle Site/1629-29 Greco-Eden Prairie Golden Triangle_LAND_2021.rvt12/17/2021 3:13:49 PMAuthor Checker XXXX-XX L100 OVERALL SITE/LANDSCAPE PLAN GOLDEN TRIANGLE STATION ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS 0'20' -0"40' -0"80' -0"160' -0"1" = 40'-0"L100 1 OVERALL SITE LANDSCAPE PLAN L1 BUILDING ENTRY/EXIT; (SEE ARCH) L2 EXISTING TREES TO REMAIN L3 SURFACE TREATMENT #1; CAST IN PLACE PLAIN CONCRETE; BROOM FINISH-TYP; WITH JOINTING PER SIDEWALK WIDTH & INDICATED ON PLANS L4 SURFACE TREATMENT #2; CAST IN PLACE COLORED CONCRETE; "SPLIT ROCK CPC-142L" BY CEMSTONE; TOOLED JOINTS @4' O.C. SPACING EACH WAY, LIGHT BROOM FINISH; SEE 5/L300 L5 SURFACE TREATMENT #3; TURFGRASS; SOD; IRRIGATED, TYP. L6 SURFACE TREATMENT #4; CLAY BRICK PAVERS BY BELDEN BRICK BASIS OF DESIGN; BLEND OF COLORS; FINAL PAVING PATTERNS TBD; SEE 4/L300 L7 SURFACE TREATMENT #5; COLORED, STAMPED BITUMINOUS PAVING; SEE 6/L300 L8 SURFACE TREATMENT #6; CRUSHED DECOMPOSED GRANITE PATH, SIZE 3/4" MINUS, 3" MIN. DEPTH; COLOR TBD; SEE 7/L300 L9 SURFACE TREATMENT #7; BITUMINOUS PAVING; SEE CIVIL L11 MASS PLANTING BED; 12" MIN.DEPTH PLAINTING SOIL MIX, 3" MIN DEPTH HARDWOOD MULCH, STEEL EDGING WHERE BEDS MEET TURF OR NATIVE SEEDING AREAS; AUTOMATED DRIP IRRIGATION,TYP.; SEE 2,3/L300 L13 DECORATIVE METAL POOL FENCE; 5' PICKET STYLE; BASIS OF DESIGN "MONTAGE" BY AMERISTAR; SEE 10/L300 L14 PICKLEBALL COURT WITH 6' TALL BLACK VINYL-COATED CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL L15 RETAINING WALL; REDI-ROCK "KINGSTONE" SIZE 46"L X 28"W X 18"T WITH CAP BASIS OF DESIGN; SEE 9/L300 L17 MESIC PRAIRIE SEED MIX; BY MINNESOTA NATIVE LANDSCAPES L18 DOG WASTE STATION; "DOGIPOT PET STATION" BY DOGIPOT; SEE 12/L300 L19 BIKE RACK; "HOOP" BY DERO INC.; SEE 11/L300 L20 20' WIDE FIRE LANE; SEE CIVIL L21 MONUMENT SIGN AND PLANTINGS; FINAL DESIGN TBD L22 SWIMMING POOL L23 ROOFTOP TREE PLANTING IN RAISED PLANTER L24 RAISED ROOFTOP MASS PLANTING BED L25 SYNTHETIC TURF DOG RUN L26 SYNTHETIC TURF MULTI-PURPOSE ACTIVITY AREA L27 ACCESS CONTROL GATE L28 WATER MAIN; SEE CIVIL L29 SANITARY SEWER; SEE CIVIL L30 STORM INFRASTRUCTURE/BMPS; SEE CIVIL L31 FIRE DEPT. ACCESS GATE; SEE 8/L300 EX. 8" DIP 15 10 EX. 8" DIPEXISTING BUILDING DRAINAGE & UTILITY EASEMENT PER DOC. NO. 4456346 (SCHD. B II ITEM NO. 10) 10 10 101026.89 N08°59'27"E DECLARATION OF RESTRICTIONS AND COVENANTS FOR SITE SPECIFIC WETLAND REPLACEMENT PER DOC. NO. 4452128 S S NOPARKING 2 PS 1 QB 4 PT 1 PS 1 PA 1 QB 3 PT 5 Am 2 AG 8 Dl 1 QB 7 Vd 1 QB 1 PS 2 PA 1 PS 1 PA 1 PS 3 QB 1 PS 2 PA 5 Am 1 AG 1 MP 1 AR 11 Dl 6 Ra 16 Cs 5 Vd 6 Hk 3 Jc 14 Ca 3 AR 2 BN 1 GT 1 QB 3 Vd 7 Ca 5 Hk 1 QB 5 Ca 2 Vd 1 BN 5 Hk 1 PF 2 Cs 4 Ca 1 BN 5 Jc 3 Jc 2 PF4 Jc 6 Jc 4 Vd 4 Ca 2 PT 3 Sm 4 Vd 4 Ca 1 MP 3 Sm 7 Hk 1 PT 3 Sm 4 Ca 1 PF 1 QB 4 Sm 5 Hk 3 Sm 5 Hk 4 Cs 5 Vd 2 QB 1 QB 2 GT 1 QB 2 BN 3 Cs 4 Vd 2 AR 1 PT 6 Vd 3 Am 3 Vd 3 Am 3 Vd 5 Cs 1 QB 1 BN 1 AR 1 GT 1 PF 1 PT 4 Ss 1 BN 1 QB 6 Am 3 Ss 5 Vd 6 Ss 5 Vd 7 Am 12 Ss 3 AG 5 Vd 3 Am 11 Am 7 Ss 5 Vd 5 Ss 5 Am 3 Ss 4 Am 6 Ss 3 Am 3 Am 5 Vd 5 Ss 3 Am 5 Ss 3 Am 5 Am 4 Am 2 Sm 3 PT 1 PS 1 PA 2 PA 1 PS 1 PT 1 CO 1 QB 1 AR 1 GT 1 MP 3 Jc 5 Ca 1 BN 5 Jc 1 Sm 5 Am 3 Am 4 Sm 5 Jc 4 Am 7 Hk 6 Vd 5 Ca 4 Vd 3 Jc 2 PF 2 MP 5 Jc 1 BN 1 CO 1 QB 1 PS 1 PF 1 CO 1 PS 1 QB 1 PS 1 QB 7 Hk 3 Hv 5 Vl 3 Cr 4 Vl 5 Cr 3 Hv 3 Vl 7 Cr 5 Vl 3 Hv 5 Vl 3 Cr 5 Hv 5 Vl 5 Cr 5 Hv 1 MP 1 MP 1 MP 1 MP 4 PF 1 PF 1 PF 1 MP 1 PF 1 MP 1 MP 1 MP 1 PF 1 MP 1 MP 1 MP 1 GT 2 PT 1 QB 1 QB 1 PA 2 PT 1 PS 1 QB 1 PS 1 PA L101 -PLANTING PLAN NORTH L102 -PLANTING PLAN SOUTH L101 -PLANTING PLAN NORTH L102 -PLANTING PLAN SOUTH PROPOSED PLANT SCHEDULE: TRUE NORTH G Architecture Interior Design Landscape Architecture Engineering BKV R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://1629-29 Greco - Golden Triangle Site/1629-29 Greco-Eden Prairie Golden Triangle_LAND_2021.rvt12/17/2021 3:13:53 PMAuthor Checker XXXX-XX L101 SITE PLANTING PLAN NORTH GOLDEN TRIANGLE STATION ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS LANDSCAPE SUMMARY ZONE TOD-R LANDSCAPE REQUIREMENTS = 3" CALIPER INCHES PER 500 SF. PERVIOUS AREA ON BUILDABLE PORTION OF SITE. SITE PERVIOUS = 81,401 / 500 = 163 X 3" = 489 CALIPER INCHES REQUIRED. PROPOSED TREE PLANTINGS: UNERSTORY = 99 TREES @ 2" CAL. EA., TOTAL 198 CALIPER INCHES CANOPY TREES = 75 TREES @ 3" CAL. EA., TOTAL 225 CALIPER INCHES CONIFEROUS TREES = 26 @ 3" (EQUIVALENT) EA., TOTAL 78 TOTAL CALIPER INCHES TOTAL PROPOSED CALIPER INCHES = 501 NOTE: MASS PLANTING BEDS WILL CONTAIN A MIX OF SHRUBS, PERENNIALS, AND GRASSES COMPRISED BY A MAJORITY OF NATIVES AND NATIVE CULTIVARS WITH A MINORITY OF NON-NATIVE ORNAMENTAL SPECIES. NO PERENNIALS ARE SHOWN AT THIS TIME BUT THE FINAL PLANTING PLAN WILL INCLUDE NO LESS THAN 10 SEPARATE SPECIES. 1" = 20'-0"L101 1 SITE PLANTING PLAN NORTH QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE COMMENTS DECIDUOUS UNDERSTORY TREES 12 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchir x grandiflora 'Autumn Brilliance' 2" B&B 20 MP PINK SPIRES CRAB Malus 'Pink Spires'2" B&B 23 PF PINK FLAIR CHERRY Prunus sargentii 'JFS-KW58 2" B&B 44 PT PRAIRIE GOLD ASPEN Populus tremuloides 'NEarb'2" B&B DECIDUOUS SHRUBS 129 Am IROQUOIS BEAUTY BLACK CHOKEBERRY Aronia melanocarpa 'Iroquois Beauty' #5 CONT. 123 Ca RUBY SPICE CLETHRA Clethra alnifolia 'Ruby Spice'#5 CONT. 39 Cr GRAY DOGWOOD Cornus racemosa #10 CONT. 73 Cs ALLEMAN'S COMPACT DOGWOOD Cornus sericea 'Alleman's Compact' #5 CONT. 53 Dl DWARF BUSH HONEYSUCKLE Diervilla lonicera #5 CONT. 133 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames'#5 CONT. 38 Hv COMMON WITCHHAZEL Hamamelis virginiana 6' B&B 21 Ra GRO LOW FRAGRANT SUMAC Rhus aromatica 'Gro Low'#5 CONT. 52 Sm DWARF KOREAN LILAC Syringa meyeri' Palibin'#5 CONT. 66 Ss SEM FALSE SPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 96 Vd BLUE MUFFIN VIBURNUM Viburnum dentatum 'Christom'#5 CONT. 22 Vd LITTLE LIME HYDRANGEA Hydrangea paniculata 'Little Lime' #5 CONT. 44 Vl NANNYBERRY VIBURNUM Viburnum lentago 6' B&B DECIDUOUS CANOPY TREES 13 AR RED SUNSET MAPLE Acer rubrum 'Franksred'3" CAL. 17 BN RIVER CLUMP BIRCH Betula nigra 12' B&B 3" CAL. 7 CO COMMON HONEYLOCUST Celtis occidentalis 3" CAL. 9 GT IMPERIAL HONEYLOCUST Gleditsia triancanthos var. inermis 'Impcole' 3" CAL. 28 QB SWAMP WHITE OAK Quercus bicolor 3" CAL. CONIFEROUS SHRUBS 107 Jc MOTHER LODE JUNIPER Juniperus chinensis'Sea Green''#5 CONT. CONIFEROUS EVERGREEN TREES 12 PA NORWAY SPRUCE Picea abies 8' B&B 14 PS WHITE PINE Pinus strobus 8' B&B 0'10' -0"20' -0"40' -0"80' -0" EX. 8" DIP FLYING CLOUD DRIVE(VARIABLE WIDTH PUBLIC RIGHT OFWAY)10 10 N24°45'02"W 111.5018.11 N16°33'06"E DECLARATION OF RESTRICTIONS AND COVENANTS FOR SITE SPECIFIC WETLAND REPLACEMENT PER DOC. NO. 4452129 HH S S S S NOPARKING 3 PT 3 Cs 6 Sm 5 Jc 1 Sm 4 Cs 5 Jc 2 Sm 3 Cs 1 Sm 5 Jc 5 Sm 4 Cs 5 Jc 5 Sm 4 Cs 8 Vd 3 Am 4 Ca 3 Am 2 Ca 3 Ca 3 Am 3 Ca 3 Am 3 Am 1 PT 5 PT 1 PT 1 BN 1 AG 1 BN 1 AR 4 Vd 3 Cs 1 GT 1 QB 12 Jc 10 Ca 2 Cs 1 BN 1 QB 1 AR 8 Ca 4 AG 3 Vd 1 Cs 4 Cs 4 Cs 4 Sm 5 Jc 4 Sm 5 Jc 4 Cs 1 Sm 10 Jc 5 Am 1 CO 2 AG 4 PF 8 Dl 1 BN 1 CO 1 QB 7 Vd 5 Am 1 AG 1 MP 1 AG 1 BN 1 AR 7 Vd 11 Dl 5 Ss 6 Ra 5 Vd 5 Am 9 Am 5 Vd 5 Ss 5 Vd 20 Dl 7 Ss 7 Am 15 Ra 2 CO 2 MP 4 Jc 2 Jc 2 Jc 2 Jc 31 Ca 3 Jc 2 PF 2 GT 1 MP 1 PA 1 MP 9 Hk 3 Ca 4 Dl 3 Cs 3 Ca 5 Hk 5 Dl 3 Ca 5 Dl 3 Cs 9 Hk 1 PT 2 PT 3 PT9 Hk 9 Hk 15 Hk 2 PT 1 PT 2 PT 14 Hk 12 Hk 4 Hk 1 AR 1 QB 1 BN 1 QB 1 QB 1 PT 2 PT L101 -PLANTING PLAN NORTH L102 -PLANTING PLAN SOUTH L101 -PLANTING PLAN NORTH L102 -PLANTING PLAN SOUTH 5 Cr 3 Vl 3 Hv 5 Cr 5 Hv 7 Vl 5 Hv 3 Cr 3 Cr 3 Hv 7 Vl 3 Hv PROPOSED PLANT SCHEDULE: TRUE NORTH G Architecture Interior Design Landscape Architecture Engineering BKV R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://1629-29 Greco - Golden Triangle Site/1629-29 Greco-Eden Prairie Golden Triangle_LAND_2021.rvt12/17/2021 3:13:56 PMAuthor Checker XXXX-XX L102 SITE PLANTING PLAN SOUTH GOLDEN TRIANGLE STATION ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS 1" = 20'-0"L102 1 SITE PLANTING PLAN SOUTH 0'10' -0"20' -0"40' -0"80' -0" QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE COMMENTS DECIDUOUS UNDERSTORY TREES 12 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchir x grandiflora 'Autumn Brilliance' 2" B&B 20 MP PINK SPIRES CRAB Malus 'Pink Spires'2" B&B 23 PF PINK FLAIR CHERRY Prunus sargentii 'JFS-KW58 2" B&B 44 PT PRAIRIE GOLD ASPEN Populus tremuloides 'NEarb'2" B&B DECIDUOUS SHRUBS 129 Am IROQUOIS BEAUTY BLACK CHOKEBERRY Aronia melanocarpa 'Iroquois Beauty' #5 CONT. 123 Ca RUBY SPICE CLETHRA Clethra alnifolia 'Ruby Spice'#5 CONT. 39 Cr GRAY DOGWOOD Cornus racemosa #10 CONT. 73 Cs ALLEMAN'S COMPACT DOGWOOD Cornus sericea 'Alleman's Compact' #5 CONT. 53 Dl DWARF BUSH HONEYSUCKLE Diervilla lonicera #5 CONT. 133 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames'#5 CONT. 38 Hv COMMON WITCHHAZEL Hamamelis virginiana 6' B&B 21 Ra GRO LOW FRAGRANT SUMAC Rhus aromatica 'Gro Low'#5 CONT. 52 Sm DWARF KOREAN LILAC Syringa meyeri' Palibin'#5 CONT. 66 Ss SEM FALSE SPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 96 Vd BLUE MUFFIN VIBURNUM Viburnum dentatum 'Christom'#5 CONT. 22 Vd LITTLE LIME HYDRANGEA Hydrangea paniculata 'Little Lime' #5 CONT. 44 Vl NANNYBERRY VIBURNUM Viburnum lentago 6' B&B DECIDUOUS CANOPY TREES 13 AR RED SUNSET MAPLE Acer rubrum 'Franksred'3" CAL. 17 BN RIVER CLUMP BIRCH Betula nigra 12' B&B 3" CAL. 7 CO COMMON HONEYLOCUST Celtis occidentalis 3" CAL. 9 GT IMPERIAL HONEYLOCUST Gleditsia triancanthos var. inermis 'Impcole' 3" CAL. 28 QB SWAMP WHITE OAK Quercus bicolor 3" CAL. CONIFEROUS SHRUBS 107 Jc MOTHER LODE JUNIPER Juniperus chinensis'Sea Green''#5 CONT. CONIFEROUS EVERGREEN TREES 12 PA NORWAY SPRUCE Picea abies 8' B&B 14 PS WHITE PINE Pinus strobus 8' B&B LANDSCAPE SUMMARY ZONE TOD-R LANDSCAPE REQUIREMENTS = 3" CALIPER INCHES PER 500 SF. PERVIOUS AREA ON BUILDABLE PORTION OF SITE. SITE PERVIOUS = 81,401 / 500 = 163 X 3" = 489 CALIPER INCHES REQUIRED. PROPOSED TREE PLANTINGS: UNERSTORY = 99 TREES @ 2" CAL. EA., TOTAL 198 CALIPER INCHES CANOPY TREES = 75 TREES @ 3" CAL. EA., TOTAL 225 CALIPER INCHES CONIFEROUS TREES = 26 @ 3" (EQUIVALENT) EA., TOTAL 78 TOTAL CALIPER INCHES TOTAL PROPOSED CALIPER INCHES = 501 NOTE: MASS PLANTING BEDS WILL CONTAIN A MIX OF SHRUBS, PERENNIALS, AND GRASSES COMPRISED BY A MAJORITY OF NATIVES AND NATIVE CULTIVARS WITH A MINORITY OF NON-NATIVE ORNAMENTAL SPECIES. NO PERENNIALS ARE SHOWN AT THIS TIME BUT THE FINAL PLANTING PLAN WILL INCLUDE NO LESS THAN 10 SEPARATE SPECIES. GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, TYP. 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS, TYP. 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP, TYP. TREE WRAP TO FIRST BRANCH OR APPROVED EQUAL, TYP. FLAGGING; ONE PER WIRE, TYP. ORGANIC MULCH; 4" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK, TYP. (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE, TYP. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK-PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) EDGE CONDITION VARIES; (SEE PLAN) 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP. GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, TYP. • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH TRUNK, TYP. 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS, TYP. 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP, TYP. FLAGGING; ONE PER WIRE, TYP. ORGANIC MULCH; 4" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK, TYP. (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE, TYP. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK-PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) EDGE CONDITION VARIES; (SEE PLAN) 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP.SUBGRADE SUBGRADE6' - 0"2' MIN.PERENNIAL PLANT SPACING VARIES; (SEE PLANT MATERIALS SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. SHREDDED HARDWOOD MULCH; (SEE SPEC); 4" DEPTH, TYP. EDGE CONDITION VARIES PER PLAN PLANTING SOIL; (SEE SPEC) 18" MIN. DEPTH UNLESS OTHERWISE NOTED SUBGRADE VARIES PER PLAN 1' - 6"VARIES SHRUB PLANT SPACING VARIES; (SEE PLANT MATERIALS SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • SCARIFY BOTTOM AND SIDES OF PLANTING PIT PRIOR TO INSTALLATION • CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE SHREDDED HARDWOOD MULCH; (SEE SPEC); 4" DEPTH, TYP. EDGE CONDITION VARIES PER PLAN PLANTING SOIL; (SEE SPEC) 18" MIN. DEPTH UNLESS OTHERWISE NOTED SUBGRADE G Architecture Interior Design Landscape Architecture Engineering B K V R O U P 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2019 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION BIM 360://1629-29 Greco - Golden Triangle Site/1629-29 Greco-Eden Prairie Golden Triangle_LAND_2021.rvt10/6/2021 12:10:41 PMAuthor Checker XXXX-XX L300 LANDSCAPE DETAILS GOLDEN TRIANGLE STATION 1/2" = 1'-0"L300 1 TREE PLANTING DETAILS-TYP. 3/4" = 1'-0"L300 2 SHRUB AND PERENNIAL PLANTING DETAILS-TYP. 1/2" = 1'-0"L300 3 DETAIL - MASS PLANTING BED - POLLINATORS 3/8" = 1'-0"L300 4 DETAIL - BRICK PAVERS 3/8" = 1'-0"L300 5 DETAIL - C.I.P. COLORED CONCRETE 1/2" = 1'-0"L300 6 DETAIL - STAMPED BITUMINOUS PAVING 3/8" = 1'-0"L300 7 DETAIL - CRUSHED STONE PATH 3/8" = 1'-0"L300 8 DETAIL - BOARDWALKS 3/8" = 1'-0"L300 9 DETAIL - RETAINING WALL BLOCK 3/8" = 1'-0"L300 10 DETAIL - ORNAMENTAL METAL FENCE 1/4" = 1'-0"L300 11 DETAIL - BIKE RACKS 1/4" = 1'-0"L300 12 DETAIL - DOG WASTE STATION 1/4" = 1'-0"L300 11 DETAIL - BIKE RACKS 1/4" = 1'-0"L300 12 DETAIL - DOG WASTE STATION 3/8" = 1'-0"L300 10 DETAIL - ORNAMENTAL METAL FENCE 14'-0"4'-0"5'-0" 20'-0" TOTAL PAVEMENT WIDTH LOCK FOR FIRE & SERVICE ACCESS 5' CLEAR ZONE FOR BIKE/PED ACCESS 4' TALL X 6" CONC.-FILLED STEEL BOLLARD WITH S.S. EYE BOLT; EMBED 3' MIN. IN CONC. FOOTING EDGE OF PAVINGEDGE OF PAVING MOTORIZED VEHICLES PROHIBITED 1/4" = 1'-0"L300 11 DETAIL - BIKE RACKS 1/4" = 1'-0"L300 12 DETAIL - DOG WASTE STATION 3/8" = 1'-0"L300 10 DETAIL - ORNAMENTAL METAL FENCE 14'-0"4'-0"5'-0" 20'-0" TOTAL PAVEMENT WIDTH LOCK FOR FIRE & SERVICE ACCESS 5' CLEAR ZONE FOR BIKE/PED ACCESS 4' TALL X 6" CONC.-FILLED STEEL BOLLARD WITH S.S. EYE BOLT; EMBED 3' MIN. IN CONC. FOOTING EDGE OF PAVINGEDGE OF PAVING MOTORIZED VEHICLES PROHIBITED 8 ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS Architecture Interior Design Landscape Architecture 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS CERTIFICATION Author Checker 1629-29 0'0' 0' 40'20'80'160' GOLDEN TRIANGLE STATION A101 BUILDING 1 - FLOOR PLANS SCALE 1" = 40' SCALE 1" = 40' SCALE 1" = 40'SCALE 1" = 40' SCALE 1" = 40'SCALE 1" = 40' TRUE NORTH Mike Krych License Number 08/20/2021 23555 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota A.Proposed Structural Design Loads 1.Dead Loads – a.Roof Loads – Flat Roof Trusses or I-Joists (1)Structure (trusses, joists, OSB) = 5 psf (2)Roofing = min 5 psf, max 15 psf (3)Solar array allowance = min 0 psf, max 15 psf (4)Insulation = 5 psf (5)Ceiling = 2 psf (6)Mech/Electrical = 3 psf (7)Total DL = min 20 psf, max 45 psf b.Housing Typical Floor – Open Wood Trusses (1)Floor Finish = 1 psf (2)Gypcrete & Sound Mat = 9.5 psf (3)Structure (Sturd-I Floor Sheathing) = 2.5 psf (4)Structure (Open Web Metal Plate Connected Trusses) = 3 psf (5)Ceiling plus Full-Depth Cavity Insulation = 6 psf (6)Mech / Electrical / Plumbing / Fire Protection = 3 psf (7)Non-bearing walls within units = 10 psf (8)Total DL for truss = 32 psf (23 psf top chord, 9 psf bottom chord) not including self-weight (9)Total DL for walls = 35 psf 2.Live Loads – a.Roof: (1)Flat Roof Snow Load = 35 psf + snow drift (2)Live load = 40 psf assuming resident access to private spaces (3)Live load = 100 psf assuming assembly spaces b.Floor: (1)Residential = 40 psf (2)Corridor = 40 psf supporting residential levels; 100 psf at first level (3)Mechanical / Storage = 125 psf (4)Stairs = 100 psf (5)Stair Tread = 300 lb concentrated load (6)Parking = 40 psf; 3,000 concentrated load. 3.Wind Loads a.Ultimate Design Wind Speed, Vult = 109 mph b.Risk Category = II c.Wind Exposure = B d.Internal Pressure Coefficient = +- 0.18 e.Direction Coefficient, Kd= 0.85 (enclosed building) 4.Snow Load/Drift a.Ground Snow Load, pg = 50 psf B.Soils Information 1.Geotechnical Report - a.Shallow foundation (1)3,000 to 5,000 PSF assumed based on existing and proposed soil improvements pending final Geotech report. b.Frost Depth = 42” heated / 60” unheated SCALE 1" = 40' SCALE 1" = 40' A401 2 A4011 A401 3 A401 4 SITE AREA KEY PLAN NOTE: BUILDABLE AREA = LOT AREA MINUS EASEMENTS. GROSS AREA = LOT AREA + 1/2 OF OUTLOT (INCLUDING 6 EV READY PARKING STALLS) Golden Triangle Bldg 1 12/17/2021 Unit Type Total Amenity MEP & Services Loading& Trash Parking Area Parking Count Gross Building Area GRSF NRSF Efficiency Area (SF)(NRSF / (GROSS BLDG − PARKING)) 1,053 726 81,914 248 83,693 18 10 3 31 10,480 1,139 55 22,581 63 67,578 33,323 28,521 63.38% 38 15 5 58 1,317 200 160 57,908 56,231 49,718 85.86% 38 16 5 59 523 200 160 58,093 57,210 50,858 87.55% 38 15 5 58 1,223 200 160 57,324 55,741 49,441 86.25% 19 9 3 31 523 100 80 30,725 30,022 26,760 87.10% 151 65 21 237 14,066 2,892 1,341 104,495 311 355,321 232,527 205,298 81.8% 1.00 Per Unit 1.00 Per Unit 1.00 Per Unit 336 Area/space 151 Stalls 65 Stalls 21 Stalls 237 1.31 Parking Ratio 1.00 Per Bed 1.00 Per Bed 1.00 Per Bed (Per unit) 151 Stalls 130 Stalls 63 Stalls 344 323 311 12 Buildable Area Gross Area 3.43 Buildable Acres Total Unit 237 `149,578 332,959 7.64 Gross Acres Bed Count 279 69 31 Total units / Acreage NRSF by Type 205,298 38.71%17.39%Ground Floor/Site Area NRSF Ave. unit 866 250,826 250,826 Gross Bldg Area - Parking Area Unit Mix 1.68 0.75 GFA / Site Area 119 Useable Open 16.85%7.57%Per Zoning Code 162 150 12 25,210 Bike Parking Provided Parking Garage Surface Parking Site Area Density Lot Coverage GFA FAR Surface parking Total Parking Provided 151 Bike Parking Req'd 1 per 2 units Tabulations B Level 1 BEDROOM 3 BEDROOMS2 BEDROOMS 63.7%8.9% 65 27.4% 63 G 4 Parking Garage 5 2 3 Parking Ratio Max. Parking Max. Allowed Unit per Type Parking Ratio Min. Parking Required Min. ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS Architecture Interior Design Landscape Architecture 222 North Second Street Long & Kees Bldg Suite 101 Minneapolis, MN 55401 612.339.3752 www.bkvgroup.com © 2021 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS CERTIFICATION Author Checker 1629-29 GOLDEN TRIANGLE STATION A102 BUILDING 2 - FLOOR PLANS SCALE 1" = 40'SCALE 1" = 40' SCALE 1" = 40'SCALE 1" = 40' SCALE 1" = 40'TRUE NORTH Mike Krych License Number 08/20/2021 23555 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the state of Minnesota 0'0' 0' 40'20'80'160' A.Proposed Structural Design Loads 1.Dead Loads – a.Roof Loads – Flat Roof Trusses or I-Joists (1)Structure (trusses, joists, OSB) = 5 psf (2)Roofing = min 5 psf, max 15 psf (3)Solar array allowance = min 0 psf, max 15 psf (4)Insulation = 5 psf (5)Ceiling = 2 psf (6)Mech/Electrical = 3 psf (7)Total DL = min 20 psf, max 45 psf b.Housing Typical Floor – Open Wood Trusses (1)Floor Finish = 1 psf (2)Gypcrete & Sound Mat = 9.5 psf (3)Structure (Sturd-I Floor Sheathing) = 2.5 psf (4)Structure (Open Web Metal Plate Connected Trusses) = 3 psf (5)Ceiling plus Full-Depth Cavity Insulation = 6 psf (6)Mech / Electrical / Plumbing / Fire Protection = 3 psf (7)Non-bearing walls within units = 10 psf (8)Total DL for truss = 32 psf (23 psf top chord, 9 psf bottom chord) not including self-weight (9)Total DL for walls = 35 psf 2.Live Loads – a.Roof: (1)Flat Roof Snow Load = 35 psf + snow drift (2)Live load = 40 psf assuming resident access to private spaces (3)Live load = 100 psf assuming assembly spaces b.Floor: (1)Residential = 40 psf (2)Corridor = 40 psf supporting residential levels; 100 psf at first level (3)Mechanical / Storage = 125 psf (4)Stairs = 100 psf (5)Stair Tread = 300 lb concentrated load (6)Parking = 40 psf; 3,000 concentrated load. 3.Wind Loads a.Ultimate Design Wind Speed, Vult = 109 mph b.Risk Category = II c.Wind Exposure = B d.Internal Pressure Coefficient = +- 0.18 e.Direction Coefficient, Kd= 0.85 (enclosed building) 4.Snow Load/Drift a.Ground Snow Load, pg = 50 psf B.Soils Information 1.Geotechnical Report - a.Shallow foundation (1)3,000 to 5,000 PSF assumed based on existing and proposed soil improvements pending final Geotech report. b.Frost Depth = 42” heated / 60” unheated A403 1 A403 2 A4033 A403 4 SITE AREA KEY PLAN NOTE: BUILDABLE AREA = LOT AREA MINUS EASEMENTS. GROSS AREA = LOT AREA + 1/2 OF OUTLOT SCALE 1" = 40' (INCLUDING 6 EV READY PARKING STALLS) Golden Triangle Bldg 2 12/17/2021 Unit Type Total Amenity MEP & Services Loading& Trash Parking Area Parking Count Gross Building Area GRSF NRSF Efficiency Area (SF)(NRSF / (GROSS BLDG − PARKING)) 0 1,262 0 56,968 151 58,230 3 1 1 5 8,982 1,113 409 43,461 114 58,230 4,265 3,031 20.52% 23 11 3 37 1,815 200 85 0 38,208 36,108 31,621 82.76% 2 46 22 8 76 523 400 170 0 76,416 74,800 65,826 86.14% 22 11 4 37 523 200 85 0 38,208 37,400 32,913 86.14% 18 10 5 33 1,282 200 85 0 36,025 34,458 29,971 83.20% 112 55 21 188 13,125 3,375 834 100,429 265 305,317 187,031 163,362 79.7% 1.00 Per Unit 1.00 Per Unit 1.00 Per Unit 379 Area/space 112 Stalls 55 Stalls 21 Stalls 188 1.41 Parking Ratio 1.00 Per Bed 1.00 Per Bed 1.00 Per Bed (Per unit) 112 110 63 285 270 265 5 Buildable Area Gross Area 2.11 Buildable Acres Total Unit 188 91,965 332,530 7.63 Gross Acres Bed Count 230 89 25 Total units / Acreage NRSF by Type 163,362 63.32%17.51%Ground Floor/Site Area NRSF Ave. unit 869 204,888 204,888 Gross Bldg Area - Parking Area Unit Mix 2.23 0.62 GFA / Site Area 94 Useable Open 12.49%3.45%Per Zoning Code 131 119 12Surface Parking 11,488Bike Parking Req'd Bike Parking Provided 1 per 2 units Parking Garage Surface parking Total Parking Provided 112 FAR Tabulations B Level 1 BEDROOM 3 BEDROOMS2 BEDROOMS Unit per Type Parking Ratio Min. Parking Required Min. Parking Ratio Max. Site Area Density Lot Coverage GFA Parking Max. Allowed 59.6%11.2% G 5 Parking Garage 6 55 29.3% 63 2 3 TO 4 ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS ISSUE # DATE DESCRIPTION 12-17-2021 CITY COMMENTS 1 PROJECT PROFILE – JANUARY 10, 2022 PLANNING COMMISSION – JANUARY 10, 2022 1. BLUE STEM NORTH (2021-14) by Greco Properties, LLC (BETH) Proposal to construct a 2-phased project of 425 multi-family units in 2 buildings. Location: 6901 Flying Cloud Dr Contact: Josh Brandsted, 612-630-2451 Request for: • Guide Plan Change from TOD to Parks and Open Space on 11.17 acres • Planned Unit Development Concept Review on 15.28 acres • Planned Unit Development District Review with waivers on 15.28 acres • Zoning Change from OFC to TOD-R on 5.79 acres and from OFC to P/OS on 11.17 acres • Site Plan Review on 15.28 acres • Preliminary Plat of 2 lots and 2 outlots on 16.96 acres Application Info Planning Commission City Council Date Submitted 08/23/21 Date Complete 11/17/21 120 Day Deadline 03/16/22 Initial DRC review 08/26/21 Notice to Paper Date 12/20/21 Resident Notice Date 12/21/21 Meeting Date 01/10/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 CITY COUNCIL PUBLIC HEARING – JANUARY 18, 2022 1. NOR-SON EDEN PRAIRIE OFFICE (2021-17) by Nor-Son, Inc. (SARAH) Proposal to construct a two-story office building Location: 7544 Market Place Dr Contact: Jesse Hopkins, 218-851-6766 Request for: • Guide Plan Change from Regional Commercial to Office on 1.66 acres • Planned Unit Development Concept Review on 1.66 acres • Planned Unit Development District Review with waivers on 1.66 acres • Site Plan Review on 1.66 acres Application Info Planning Commission City Council Date Submitted 10/15/21 Date Complete 11/17/21 120 Day Deadline 03/17/22 Initial DRC review 10/21/21 Notice to Paper Date 11/23/21 Resident Notice Date 11/24/21 Meeting Date 12/13/21 Notice to Paper Date 12/28/21 Resident Notice Date 12/29/21 1st Meeting Date 01/18/22 2nd Meeting Date 00/00/22 2. CODE AMENDMENT FOR SIGNAGE by City of Eden Prairie (BETH) Amend City Code Chapter 11 relating to content neutrality in signage regulations Contact: Beth Novak-Krebs, 952-949-8490 2 Request for: • Amend City Code Chapter 11 relating to content neutrality in signage regulations Application Info Planning Commission City Council Date Submitted 10/04/21 Date Complete N/A 120 Day Deadline N/A Initial DRC review N/A Notice to Paper Date 00/00/21 Resident Notice Date N/A Meeting Date 00/00/21 Notice to Paper Date 12/28/21 Resident Notice Date N/A 1st Meeting Date 01/18/22 2nd Meeting Date 00/00/22 CITY COUNCIL CONSENT – JANUARY 18, 2022 1. BURGER KING (2021-07) by Cave Enterprises Operations, LLC (SARAH) Proposal to construct a new Burger King quick serve restaurant with double drive thru order lanes Location: 16345 Terrey Pine Drive Contact: John Kayser, 312-829-4000 Request for: • Planned Unit Development Concept Review on 1.34 acres • Planned Unit Development District Review with waivers on 1.34 acres • Site Plan Review on 1.34 acres Application Info Planning Commission City Council Date Submitted 04/20/21 Date Complete 05/27/21 120 Day Deadline 01/22/22 Initial DRC review 04/22/21 Notice to Paper Date 06/09/21 Resident Notice Date 06/10/21 Meeting Date 06/28/21 Notice to Paper Date 07/28/21 Resident Notice Date 07/29/21 1st Meeting Date 08/17/21 2nd Meeting Date 01/18/22 2. SHUTTERFLY (2021-15) by Tempus Eden Prairie, LLC (SARAH) Proposal to demo a current office building and replace with natural vegetation Location: 11000 Viking Drive Contact: Mark Saviers, 501-340-0457 Request for: • Planned Unit Development Concept Review on 16.2 acres • Planned Unit Development District Review with waivers on 16.2 acres • Site Plan Review on 16.2 acres Application Info Planning Commission City Council Date Submitted 09/17/21 Date Complete 10/12/21 120 Day Deadline 02/09/22 Initial DRC review 09/23/21 Notice to Paper Date 10/19/21 Resident Notice Date 10/20/21 Meeting Date 11/08/21 Notice to Paper Date 11/17/21 Resident Notice Date 11/18/21 1st Meeting Date 12/07/21 2nd Meeting Date 01/18/22 3. JOHNSON RIDGE (2021-05) by Laketown Builders (SARAH) Proposal to construct six single family homes Location: 9995 Bennett Place Contact: Harold Worrell, 612-501-8813 3 Request for: • Planned Unit Development Concept Review on 2.1 acres • Planned Unit Development District Review with waivers on 2.1 acres • Zoning Change from R1-22 to R1-9.5 on 2.1 acres • Preliminary Plat on 2.1 acres Application Info Planning Commission City Council Date Submitted 4/19/21 Date Complete 06/21/21 120 Day Deadline 03/18/22 Initial DRC review 04/22/21 Notice to Paper Date 07/21/21 Resident Notice Date 07/22/21 Meeting Date 08/09/21 Notice to Paper Date 08/17/21 Resident Notice Date 08/18/21 1st Meeting Date 09/07/21 2nd Meeting Date 01/18/22 PLANNING COMMISSION – JANUARY 24, 2022 Canceled HERITAGE PRESERVATION COMMISSION – JANUARY 24, 2022 CITY COUNCIL PUBLIC HEARING – FEBRUARY 8, 2022 CITY COUNCIL CONSENT – FEBRUARY 8, 2022 1. BLUE STEM NORTH EAW REVIEW (JULIE) 2. THE ELLIE (2021-13) by United Properties (BETH) Proposal to build a 239 unit apartment building Location: Lincoln Lane Contact: Scott Peterson, 952-213-3156 Request for: • Guide Plan Change from Low Density Residential and Industrial Flex-Tech to Medium High Density Residential on 6.4 acres • Planned Unit Development Concept Review on 6.4 acres • Planned Unit Development District Review with waivers on 6.4 acres • Zoning Change from R1-22, and I-2 to RM-2.5 on 6.4 acres • Site Plan Review on 6.4 acres • Preliminary Plat of 7 parcels into 1 lot and 1 outlot on 6.4 acres Application Info Planning Commission City Council Date Submitted 07/21/21 Date Complete 10/11/21 120 Day Deadline 02/07/22 Initial DRC review 07/29/21 Notice to Paper Date 10/19/21 Resident Notice Date 10/20/21 Meeting Date 11/08/21 Notice to Paper Date 11/17/21 Resident Notice Date 11/18/21 1st Meeting Date 12/07/21 2nd Meeting Date 02/08/22 4 IN BUT NOT SCHEDULED 1. SCHULMAN ADDITION (2021-19) by Tammy Schulman (SARAH) Proposal to subdivide 1 lot into 2 lots and rezone from Rural to R1-13.5 Location: 12076 Riverview Road Contact: Tammy Schulman, 612-310-7224 or my_write_brain@yahoo.com Request for: • Zoning District Change from Rural to R1-13.5 on 1.99 acres • Preliminary Plat of 2 lots on 1.99 acres Application Info Planning Commission City Council Date Submitted 12/29/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 01/06/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 2. CHICK-FIL-A (2021-18) by Chick-Fil-A, Inc. (SARAH) Proposal to modify parking and drive thru lanes and add an accessory structure to the approved site plan Location: 8400 Flying Cloud Drive Contact: Justin Lurk, 573-268-0957 or justin.lurk@cfacorp.com Request for: • Planned Unit Development Concept Review on 1.27 acres • Planned Unit Development District Review with waivers on 1.27 acres • Site Plan Review on 1.27 acres Application Info Planning Commission City Council Date Submitted 12/03/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 12/09/21 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 3. MENARDS PUD AMENDMENT (2021-09) by Menard, Inc. (SARAH) Proposal for a yard gate expansion and addition of an entrance lane Location: 12600 Plaza Drive Contact: Tyler Edwards, 715-876-2143 Request for: • Planned Unit Development Concept Review on 15.72 acres • Planned Unit Development District Review with waivers on 15.72 acres • Site Plan Review on 15.72 acres Application Info Planning Commission City Council Date Submitted 06/01/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 06/03/21 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 5 4. PIONEER PRESERVE (2020-09) by Metro Development LLC (SARAH) Proposal to build 8 townhome units Location: Southwest corner of Pioneer Trail and Hennepin Town Road Contact: Melanie Emery, 651-248-8457 Request for: • Planned Unit Development Concept Review on 3.66 acres • Planned Unit Development District Review with waivers on 3.66 acres • Zoning District Change from Rural to RM on 3.66 acres • Site Plan Review on 3.66 acres • Preliminary Plat of 9 lots on 3.66 acres Application Info Planning Commission City Council Date Submitted 09/18/20 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 09/24/20 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 5. CODE AMENDMENT FOR LIGHTING by City of Eden Prairie (SARAH) Amend City Code Chapter 11 relating to site lighting Contact: Sarah Strain, 952-949-8413 Request for: • Amend City Code Chapter 11 relating to site lighting Application Info Planning Commission City Council Date Submitted 09/08/20 Date Complete N/A 120 Day Deadline N/A Initial DRC review N/A Notice to Paper Date 09/09/20 Resident Notice Date N/A Meeting Date 09/28/20 Notice to Paper Date 09/30/20 Resident Notice Date N/A 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 6. SOUTHWEST STATION PUD AMENDMENT (2015-23) by SW Metro Transit Commission (JULIE) Proposal for additional parking structure at southwest station Contact: Julie Klima, 952-949-8489 Request for: • Planned Unit Development District Review with waivers on 11.38 acres • Zoning District Amendment within the Commercial Regional Service Zoning District on 11.38 acres • Site Plan Review on 11.38 acres Application Info Planning Commission City Council Date Submitted 00/00/15 Date Complete 00/00/15 120 Day Deadline 00/00/15 Initial DRC review 00/00/15 Notice to Paper Date 11/19/15 Resident Notice Date 11/20/15 Meeting Date 12/07/15 Notice to Paper Date 12/17/15 Resident Notice Date 12/18/15 1st Meeting Date 01/05/16 2nd Meeting Date 00/00/20 VARIANCES 6 ADMINISTRATIVE REVIEW 1. ADMINISTRATIVE LOT SPLIT - 17700 & 17688 LORENCE WAY (2021-06A) by Sara Johnson and Mark and Kris Anderson (SARAH) Lot line split of Outlot E, jointly owned by applicants Location: 17700 & 17688 Lorence Way Contact: Mark and Kris Anderson, 952-649-1197; Sara Johnson 320-282-7256 Request for: • Lot Line Split of Outlot E Application Info Planning Commission City Council Date Submitted 12/13/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 12/16/21 Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date N/A 2. ADMINISTRATIVE LOT COMBINATION – 17700 LORENCE WAY (2021-07A) by Sarah Johnson (SARAH) Lot line combination of 17700 Lorence Way and portion of Outlot E Location: 17700 Lorence Way Contact: Sara Johnson, 320-282-7256 Request for: • Lot Line combination of 17700 Lorence Way and Outlot E Application Info Planning Commission City Council Date Submitted 12/13/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 12/16/21 Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date N/A 3. ADMINISTRATIVE LOT COMBINATION - 17688 LORENCE WAY (2021-08A) by Mark and Kris Anderson (SARAH) Lot line combination of 17688 Lorence Way and portion of Outlot E Location: 17688 Lorence Way Contact: Mark and Kris Anderson, 952-649-1197 Request for: • Lot Line Split of 17688 Lorence Way and Outlot E Application Info Planning Commission City Council Date Submitted 12/13/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 12/16/21 Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date N/A TELECOMMUNICATION