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HomeMy WebLinkAboutPlanning Commission - 12/11/2023AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, December 11, 2023 PLANNING COMMISSION MEMBERS: John Kirk, Andrew Pieper, Ed Farr, Carole Mette, Robert Taylor, Daniel Grote, Frank Sherwood, Charles Weber, Phou Sivilay STAFF MEMBERS: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA IV. MINUTES A. Approval of the Planning Commission Meeting minutes dated November 13, 2023. V. PUBLIC HEARINGS A. ALDEVRON Request for: • Planned Unit Development Concept Review on 23 acres • Planned Unit Development District Review with Waivers on 23 acres • Site Plan Review on 23 acres VI. PLANNERS’ REPORT VII. MEMBERS’ REPORTS VIII. ADJOURNMENT UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY, NOVEMBER 13, 2023 7:00 PM—CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Carole Mette, Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay CITY STAFF: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources; Kristin Harley, Recording Secretary I. CALL THE MEETING TO ORDER Vice Chair Farr called the meeting to order at 7:00 p.m. II. PLEDGE OF ALLEGIANCE – ROLL CALL Commission member Pieper was absent. III. APPROVAL OF AGENDA MOTION: Taylor moved, seconded by Kirk to approve the agenda. MOTION CARRIED 8-0. IV. MINUTES MOTION: Grote moved, seconded by Taylor to approve the minutes of October 23, 2023. MOTION CARRIED 8-0. V. PUBLIC HEARINGS A. CREW CARWASH Request for • Planned Unit Development Planned Unit Development Concept Review on 1.35 acres • Planned Unit Development District Review with waivers on 1.35 acres • Site Plan Review on 1.35 acres PLANNING COMMISSION MINUTES November 13, 2023 Page 2 Jake Stien with Larkin-Hoffman presented a PowerPoint and detailed the application. This was a family-owned business with 45 locations around the Midwest. Due to technical difficulties he could not play a short, 25-second video introducing the business. The business offered both an exterior and interior wash, with 3-5 minutes average wash time. The building would be a standard brick façade and uniform signage. The interior wash added 10 minutes on average to the wash. He displayed the site design showing the movement throughout the site and handed out an example of the brick. The application asked for PUD flexibility regarding the impervious surface area, which though was less than the original 64 percent, was still greater than 30 percent, requiring the waiver. The application also requested a parking setback waiver, and a side-yard setback which would co- locate the trash enclosure with Starbucks’ trash enclosure. The application also requested a pylon sign, which had historically been there, and was currently moved to interior of site due to code setbacks. Stien argued this sign was critical for visibility and directional purposes. A future interchange was a possibility at this site. The applicant was working with both Hennepin County and City of Eden Prairie to address easement and future Right-of-Way needs. Mette asked describe the staffing levels. Catherine Reiner, of Crew Carwash’s real estate team, replied there would be 25-30 staff for exterior and 10 more for the interior service. The intention was to hire within community anywhere from high school to grad students. Typical applicants ranged from 16-35 years of age. There would be two-to-three team members working at the exterior, and five-to-eight working in the interior at one time. Mette asked for and received confirmation there was adequate parking for staff. Taylor asked what percentage would be full time, and Reiner replied there were 16-18 full timers for the exterior wash, as the car wash needed people all seven days of week, day and night, and also nighttime cleanup. Mette asked if the right-of-way could change the impervious surface calculation, and asked why pervious pavers/asphalt was not considered. Reiner replied the site utilized floor heat. This required heavy duty concrete to heat the floor of facilities to avoid ice and snow issues, as this was year-round business in the water industry. Farr asked for a summary of the traffic report. Jerry Jones, engineer, presented the traffic study comparing the previous Burger King on the site to the carwash. The result was similar to the previous 92 fewer trips in morning and four fewer trips in the afternoon. Weber asked what month and day this study was conducted and Jones replied it was on a Saturday in the spring, at their Maple Grove site. The numbers were comparable, and the study had compared the peak times between the Burger King and the carwash. Reiner said these peak times were 10:00 a.m. to 2:00 p.m. on Saturdays. PLANNING COMMISSION MINUTES November 13, 2023 Page 3 Farr asked if the stormwater management, and the reduction of the impervious surface by a small amount, would comply with all Watershed requirements. Jones stated the applicant had already submitted documents to and received conditional approval from Riley Creek Watershed. Farr site asked why the lighting plan showed three very bright, triple-headed fixtures. Reiner replied there was lighting throughout the property due to safety, to prevent accidents, based on other site experience, since the business was open very early and late, and also handling point of sale with cash and credit card, and also to illuminate queuing and merge lane, and delivery activities. Stien stated the brighter lights were intentionally located at the interior to keep lighting low at the perimeter of the site. Sivilay asked how many parking spaces were requested. Reiner replied there were three to five stalls. This was a very automated business, with sometimes only two managers on the property at a time. Taylor asked what percentage of water runoff would be treated, and Reiner replied the car wash would reuse 35 percent of the water, which was the norm for all their locations. Barnhart presented the staff report. The application was a request for an automated carwash, with three waivers, one increasing the impervious surface from 30 to 61 percent (the Burger King had been approved at 64 percent). Another was for a south side setback for the trash enclosure, and this was supported by staff because it would blend in with the Starbucks’ trash area. The third waiver was a parking setback waiver of 8 feet rather than 10 feet, also supported by staff due to the access drive being a unique situation, serving another property. Staff and the applicant worked together closely, and there was only one remaining issue: the signage. The challenge was the overall aim of the Sign Code versus the letter of the Code compliance. He displayed the proposed pylon and the building sign. At least two wall signs and one freestanding sign would be seen from nearly all angles at all times, leading to an excess of visible signage. He recommended removal, relocation of the pylon sign to the southern side of the building, or modification of the tower signage. Staff recommended approval of the application subject to those comments. Weber wanted traffic numbers at this specific site. Schulze stated the point of the traffic study was to look at the trip generation at their site and compare to the Burger King, which was on the site previously, with almost the same traffic generation, at peak times that coincided with their traffic study prototype in Maple Gove. Weber stated this did not really answer his question. Kirk asked Schulze to comment on the queuing. Schulze stated there was ample space for queuing for a carwash and there was no concern on his end. Farr noted the exterior wash would be pulled through by a chain, with presumably no ability to stop the cars being discharged, and asked if there could be instances PLANNING COMMISSION MINUTES November 13, 2023 Page 4 of backup of cars exiting the Dairy Queen or Starbucks. Schulze replied signal timing was generous at that intersection, preventing congestion. Farr asked for and received confirmation the signal could detect a backup. Internal traffic would merge or take turns with interior customers. Reiner added the interior wash building would be on a large conveyor belt, and after the wash the customer would re-enter the vehicle and drive out under their own power. Both tunnels have technology that would shut down the belts simultaneously. She had never seen a problem causing such a shutdown in eight years. Mette asked if conveyor belt went all the way to the end of the building. Reiner replied this would be more like a roll-out, ending before the garage doors. Grote asked if enhancements to the intersection in the future could affect this development. Schulze replied there could be a full separated interchange. Mette asked for and received confirmation the canopy would be conforming, and attached to the building. Farr asked for and receive confirmation the landscaping was of sufficient height to shield car headlights. Barnhart added staff did not support trees along Highway 5 due to existing utilities. Farr asked for and received confirmation the proposed companion shed attached to the trash enclosure would not set a precedent with an outbuilding which was not presently allowed by Code. Barnhart explained this was not exterior storage for the facility, but a fully enclosed building, and would match the facility. Farr asked how the pylon sign should be handled by the commission. Barnhart replied staff recommended the applicant remove that from the site plan before going to the City Council for review, but the commission could also give a recommendation regarding this in its motion. The issue was its proximity to other signage on the site. Jim Maki, resident at Terry Pine Drive for 20 years, stated the neighboring Dairy Queen was busy and the nearby cul-de-sac was often backed up. Also, people going north on Fuller often went through the red light, and his wife and neighbors saw many traffic problems, and thus were worried about the intersection becoming even more busy. Farr stated for the record there was an email from a resident at Topview Road concerned about possible increase in traffic at the intersection at Terry Pine and Highway 4 as well. MOTION: Kirk moved, seconded by Mette to close the public hearing. Motion carried 8-0. Mette stated she supported the waivers, despite her concerns. Kirk found the waivers to be reasonable. Farr summarized the issue of the pylon signage. Kirk agreed the pylon signage should be discussed. He understood its present location was to be visible from Highway 5, and he was conflicted about its possible move PLANNING COMMISSION MINUTES November 13, 2023 Page 5 to the south end of the site, as it was conforming, but Eden Prairie had always fought “sign proliferation.” Farr agreed, and noted two sides of the tower were visible from any angle, and perhaps this could be where signage was reduced. Sherwood and Taylor agreed there was too much signage. Grote suggested moving the tower to the entrance. Mette stated she agreed with the staff report that the issue was this sign’s proximity to the other signs, and she suggested that the applicant work with staff to find a solution, either moving the pylon or the tower. Kirk replied this could be an arbitrary decision on the commission’s part, yet this sign was conforming. Mette asked for staff’s guidance on this issue as to whether or not the signage conformed to the Code. Barnhart’s reply was two-fold: Each ordinance has a stated purpose and intent, and regulations intended to mesh and support the goals and intent of the Code. This was a situation where they did not. Eden Prairie’s maximum free standing limit was 20 feet, but there was no height limit for a wall sign. The tower signage is at 35 feet, and in close proximity to the freestanding sign. Wall signage on the tower plus the free standing sign was the disconnect. The goal of the sign regulation was “the public was not in danger, annoyed, nor distracted by unsafe, disorderly, indiscriminate, or unnecessary” signage. In staff’s view, three signs on the tower plus the free standing pylon sign created a distraction. The simplest solution was to relocate the freestanding sign. There was limited space at the southern part of the site, so he understood the challenge. Farr took a straw poll: 7-1 (Kirk) found there was sufficient signage on the property and the pylon had to be addressed. Sivilay asked what the staffing minimum for shifts is. Reiner replied the minimum for the exterior service was two, and the minimum for the interior work was five. Sivilay asked for comparables with parking, as he was concerned about how much parking was required, and Reiner replied the Wayzata location had less than six parking spaces. She added employees often did not have cars, and cycled to work, or were dropped off, so staff parking was not an issue. Travis Smith clarified the vacuums might show up on the maps as parking spots but were not; there would be no vacuum stalls in this design. Farr stated he suspected if the applicant were required to provide a proof of parking plan, this would entail placing a parking space in one of the multiple drive-in lanes, if there were three lanes available, or between the buildings in the stacking lanes to avoid creating street parking. Stien replied the site had reduced from four to three lanes. There were a number of different solutions if there should be a need for more staff parking, and the applicant would work with their engineering team on a drop-off site and shuttle, for example. He stated the applicant would work with staff. Mette stated there was a loading lane which could possibly be used for employee parking overflow. She had no huge concerns; there was ample loading within the PLANNING COMMISSION MINUTES November 13, 2023 Page 6 site, and it was probably the Dairy Queen’s queuing that was overloading the cul- de-sac. She did not foresee greater problems than Burger King had caused. Farr stated he wished to acknowledge the residents’ concerns, and stressed that the green timing on the intersection be a part of the mitigation. He asked for and received confirmation from Schulte that a long queue waiting at the green light would not be an issue. Discussion followed on traffic at the corner, primarily caused by the Dairy Queen. Farr advised the applicant to utilize signage to distinguish this business from the Starbucks. Kirk and Farr commended the project, as did Mette. MOTION: Mette moved, seconded by Kirk to recommend approval for a Planned Unit Development Concept Review on 1.35 acres; Planned Unit Development District Review with waivers on 1.35 acres; and a Site Plan Review on 1.35 acres as represented in the November 13, 2023 staff report including pylon signage resolution to be addressed with staff and based on plans stamp dated November 13, 2023. Motion carried 8-0. PLANNERS’ REPORT Barnhart stated he had distributed the tentative Planning Commission calendar, subject to the City Council’s approval of the calendar in January. He added the second meeting in May had been shifted to Tuesday due to the Memorial Day holiday, and with only one meeting planned in November and in December, 2024. MEMBERS’ REPORTS VI. ADJOURNMENT MOTION: Grote moved, seconded by Taylor to adjourn. Motion carried 8-0. The meeting was adjourned at 8:18 p.m. Project Site TO: Planning Commission FROM: Beth Novak-Krebs, Senior Planner DATE: December 11, 2023 SUBJECT: Aldevron LOCATION: 7075 Flying Cloud Drive REQUEST: • PUD Concept Plan Review on 23 acres • PUD District Review with waivers on 23 acres • Site Plan Review on 23 acres BACKGROUND The applicant is requesting approval to construct an addition onto the existing building at 7075 Flying Cloud Drive. The 23-acre property is located east of Flying Cloud Drive and south of W. 70th Street. The Golden Triangle Light Rail station, wetlands and multifamily uses are located to the north, the light rail tracks and industrial uses are located to the east, Flying Cloud Drive and Highway 212 are located to the west, and a dog park and industrial uses are located to the south. Currently, there is a 345,503 square foot 2-story building on the site. The proposed project includes the construction of a 2 story, 96,344 square foot addition onto the northwest side of the existing building and remodeling the existing building. The proposed uses of the building include office, manufacturing, warehouse, and mechanical spaces, plus unprogrammed, unfinished shell space. COMPREHENSIVE PLAN AMENDMENT The property is currently guided Office and Industrial Flex Tech in Aspire 2040. The property is guided Staff Report – Aldevron Page 2 2 Existing Building Proposed Addition Office because the building has historically been office uses and there is an existing waiver allowing greater than 50% office in the Industrial Zoning District. The property is zoned Industrial (I-2). The uses within the proposed building are permitted uses in the Industrial Zoning District. SITE PLAN The existing building is located on the east side of the site with the building addition proposed on the northwest corner of the existing building. The addition will extend north to within approximately 56 feet of the W. 70th Street right-of-way. The loading docks are located at the northeast corner of the existing building. Parking will continue to be located on the west and north sides of the building. There is a wetland on the south side of the property and a second wetland just west of the southernmost parking lot. The tracks for the light rail run along the entire east side of the property. The applicant is proposing additional stormwater management on a portion of the site that is currently a baseball field. There are existing walking paths on the south side of the property that connect with the path along Flying Cloud Drive. The applicant is proposing pedestrian connections from the building to the trail along Flying Cloud Drive and from the building to the sidewalk along W. 70th Street. ACCESS There are three driveways to the site from W. 70th Street and one driveway from Flying Cloud Drive. Except for the entrance to the loading dock area, the driveways will be gated. Visitors will use the driveway from Flying Cloud Drive. The gates will prevent users of the Southwest LRT from parking on this site. PARKING The proposed uses within the building include office, manufacturing, warehouse, and mechanical space. The Staff Report – Aldevron Page 3 3 floor plans also include 146,174 SF of shell space. This space is unprogrammed and unfinished vacant space that is not needed at this time. The shell space will sit empty until the applicant has a need for the space and determines the use of the space. Not including the shell space, the project requires 748 parking stalls. The shell space was not included in the calculation because the applicant has not determined how the space will be used, it is unfinished, and the number of required parking stalls for the space cannot be determined at this time. With the construction of the building addition, the site will contain 669 parking stalls. This results in a deficit of 79 parking stalls. The applicant is requesting a waiver to allow 669 parking stalls instead of the required 748 stalls. The applicant has stated that they have a business need for 420 parking stalls at this time. The business is expected to employ 500 persons. There will be 300 office employees with 30 working fully remote, 150 employees during the day shift, and there will be between 10 - 15 daily visitors. Given the proximity to the light rail, the applicant anticipates up to 20% of employees will use the light rail when it is operational. In addition, the applicant will encourage carpooling, and bicycle commuting. Staff supports the waiver given the current business need, the efforts to reduce the demand on parking and the shell space is unimproved (see section on Planned Unit Development Waivers). When the applicant plans to build-out the shell space, information regarding the proposed uses and parking impact must be submitted to the City for review and approval. Additional waivers may be necessary at that time. Language addressing this will be included in the Development Agreement. BUILDING ARCHITECTURE AND MATERIALS The existing building is a 2-story building with a traditional industrial and office appearance built in 1982. The office portion of the building is located on the southwest side of the building facing Flying Cloud Drive. The primary building material of the office portion is brick and glass. The remainder of the building has more of an industrial character and the primary building materials are architectural precast concrete panels and glass. Staff Report – Aldevron Page 4 4 Along with building the addition, the applicant intends to reface the existing building to provide visual continuity between the building addition and the existing building. The building addition has more of a modern industrial character with the use of pre-cast concrete panels, glass and metal. West Facade The west façade of the building addition is a long façade, but the colors, reveals in the precast concrete panels, the window placement, and roofline variation creates façade articulation and visual interest consistent with code. The applicant is proposing to reface the west façade of the office portion of the existing building with metal, glass, and pre-cast concrete panels. The materials, colors, and details are intended to complement the new addition. Façade articulation is created through the refacing of the façade. Although the existing building does not comply with the roofline variation, it is an existing condition. In its entirety, the west façade will include 74% Class I materials and 26% Class II material. The applicant is requesting a waiver (see section on Planned Unit Development Waivers). North Facade The existing building is 195 feet from the north property line along W. 70th Street. The building addition will extend to the north with the façade being approximately 56 feet from the north property line. Staff Report – Aldevron Page 5 5 Proposed screen wall Looking south from the Southwest LRT Station In its entirety, the north façade will have 57% Class I and 43% Class II materials. The applicant is requesting a waiver (see section on Planned Unit Development Waivers). The loading docks are also part of the north façade, but they are set back greater than 130 feet from the façade of the addition. A screen wall will be located along the east property line to screen the docks from the light rail tracks. A portion of the screen wall will extend into the edge of the parking lot to provide some visual barrier from W. 70th Street and the Golden Triangle LRT station. Staff Report – Aldevron Page 6 6 South Facade The south façade of the building includes the cafeteria and a traditional looking industrial portion of the building. The cafeteria area of the façade includes primarily glass with some metal. The remainder of the façade includes glass, pre-cast concrete panels and some brick. The refacing will include adding metal panels, painting the existing concrete panels, and adding new pre-cast concrete panels. With the proposed changes, the building materials will be 74% Class I and 26% Class II. The applicant is requesting a waiver (see section on Planned Unit Development Waivers). East Facade The east façade of the building is an existing façade facing the light rail tracks. The current building materials comply with City Code. The refacing of the façade will consist of painting the existing façade and filling some of the window openings with material to match the existing building material. This façade will continue to comply with City Code. 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. The applicant is requesting the following waivers: o Parking – City Code requires 748 parking stalls based on the proposed uses within the building. Once the addition is constructed and the interior remodeling is completed, the site will contain 669 parking stalls. The applicant is requesting a waiver to allow 669 parking stalls. The applicant has identified a current business need for 420 parking stalls. Staff Report – Aldevron Page 7 7 According to the Traffic Study, assuming a 1:1 employee to parking ratio, along with an additional 20% supply to account for employee turnover, winter/snow inefficiency, and the perception of inadequate parking, a minimum of approximately 500 parking spaces would need to be provided. According to the Institute of Transportation Engineers, the average and 85th percentile parking demand estimate for a 500-employee manufacturing facility is approximately 405 and 635 parking spaces, respectively. Therefore, the proposed 669 parking spaces is expected to be sufficient. Further, given the likelihood of employees using the light rail, carpooling, and other modes of transportation, the parking demand could be reduced. Once the shell space is designed, the applicant will submit plans to the City for review of the parking. o Building Height – City Code allows a building height of 40 feet in the I-2 Zoning District. All but the west façade comply with the building height requirements. The new addition is 42 feet high along the west façade. This additional height is needed because the new addition will house the project’s manufacturing and mechanical functions which require greater floor heights. Furthermore, additional height is needed to achieve code compliant roofline variation. The applicant is requesting a waiver to allow the building height along the west façade at 42 feet thereby complying with roofline variation and still maintaining the necessary functional volume for the addition. Staff supports the 2-foot increase in building height along the west façade because the roofline variation improves the appearance of the building addition. o Shoreland Impervious. City Code restricts the impervious coverage on a site to no more than 30% in the Shoreland. The site was developed prior to the adoption of the Shoreland Code. The proposed project reduces the impervious surface percentage from 64.2% to 64.1%. The new addition is in an area that is mostly paved at the present time. o Building Material. In the I-2 Zoning District, City Code requires a minimum 75% of each façade of the exterior building finish to consist of at least two contrasting yet complementary Class I materials with at least one color variation. The applicant is proposing precast concrete panels and glass as Class I materials and metal as Class II materials. There are two colors proposed for the Class I material. Three of the proposed building facades do not comply with the building material percentage requirements. North Facade The north façade is proposed to include 57% Class I and 43% Class II material. Due to the nature of the business operations in the new addition, there is a need for a significant number of rooftop mechanical units on the north side of the building, which need to be screened. As a result, the north façade includes a large metal screening curtain that is considered part of the façade when calculating building material percentages. In addition, the existing loading docks have metal components and a portion of the existing office section visible from the north consist of metal. Therefore, the Class II material is greater than 25%. A perforated metal screen curtain was chosen because is much lighter weight structurally and visually than extending the precast concrete wall up an additional 12 feet. Staff Report – Aldevron Page 8 8 South and West Facades The south and west facades are proposed to include 74% Class I and 26% Class II material. Both facades include portions of the existing building. The goal is to blend the new and existing building to create a holistic and unified design. This involves refacing the existing building with metal and precast concrete panels to complement the new addition. Staff supports the waiver requests for the following reasons: o Blending the overall look of the new addition with the existing building requires some flexibility because the applicant is working with an older, more traditional looking industrial building. o The modern industrial look is appropriate in this area. The multifamily residential buildings to the north also include metal as one of the building materials. o The applicant is reusing the existing building. o The façade articulation includes color variations, scoring and reveals in the precast concrete panels, roofline variation and a variety of textures to add visual interest and reduce the perceived scale of the building. The rectangular reveals are indented 1 ½ inches and mimic the repetition of the window pattern. The reveals will create shadowing effects, which also creates visual interest. o The applicant is creating a unified look, which results in a high-quality design consistent with the character of Eden Prairie. o The rooftop mechanicals and the loading dock area are screened. TREE REPLACEMENT AND LANDSCAPING The south side of the site is wooded and the new building addition is located on the north side of the site in an area that is currently a parking lot. Therefore, tree removal is minimal. Given this, the project requires 2 caliper inches of tree replacement. The project requires 302 caliper inches of landscaping. The plan as proposed includes 314 caliper inches and complies with both tree replacement and landscaping. The Landscape Plan includes overstory trees in existing and proposed parking lot islands and in open areas on the site. Shrubs, perennials, and ornamental grasses are used near the entrances to the building to create pedestrian scale spaces and accentuate the entrances. SNOW STORAGE The plan shows several areas that could be used for snow storage; however, there are some conflicts with proposed landscaping. Staff has recommended some changes to the Landscape Plan to address these conflicts. TRAFFIC A Traffic Study was prepared for the proposed project. The trip generation summary indicates that the proposed development is expected to generate 318 a.m. peak hour, 346 p.m. peak hour and 2,218 daily trips. This represents an increase of approximately 66 a.m. peak hour, 72 p.m. peak hour and 460 daily trips over the volume the existing building and use generate. No multimodal reductions were applied at this time. It is reasonable to assume a portion of employees will utilize the Southwest LRT. The project Staff Report – Aldevron Page 9 9 team indicated that potentially up to 20% of the employees could utilize the Southwest LRT. Taking this into consideration, the overall net change in trip generation for the overall site is expected to be minimal as compared to the previous use. When comparing the year 2025 build volume relative to the planning-level roadway capacity (i.e., the volume-to-capacity ratio), each roadway is expected to continue to have excess capacity. The only roadway that is near approaching capacity is Shady Oak Road. Thus, no further infrastructure is needed to support the proposed development. After evaluating the existing parking provided on site and the parking demand, the Traffic Study concluded that the proposed 669 parking stalls is expected to be sufficient (see section on Planned Unit Development Waivers for more information). The existing access locations to the parking on site will remain in their current configuration. However, security-controlled gates will be added for employees and visitors. This will reduce the possibility of overflow parking from the Golden Triangle Station/Southwest LRT. STORMWATER MANAGEMENT There is an existing stormwater management pond south of the baseball field along Flying Cloud Drive. The applicant is proposing to remove the baseball field and add a second stormwater management pond in that area. The second pond is needed for the site to comply with current stormwater management requirements. The new pond is designed so that it will filter pollutants better than the existing pond. NATURAL FEATURES There is an existing wetland on the far south end of the property that is covered by an existing Conservation Easement. There is a second wetland on the west side of the southernmost parking lot. A Conservation Easement will be provided for this wetland. PARKING LOT ISLAND REQUIREMENTS City Code requires parking lot islands to occupy at least 5% of the parking lot area. The applicant is providing 7% of the parking area in islands. SIGNS The applicant is proposing several wall signs. The wall signs and any other proposed signs require approval of a separate permit and must conform to City Code. UTILITIES The existing building is served by public water mains under W. 70th Street and Flying Cloud Drive and a public sanitary sewer main south of the site and along Flying Cloud Drive. With some rerouting of the existing water lines through the site and a new sanitary sewer line to the new addition, the site will be served by municipal sanitary sewer and water. Staff Report – Aldevron Page 10 10 SUSTAINABILITY The applicant is proposing several sustainable features as listed below: The structure of the new addition is being upsized to allow for future installation of solar panels There will be 7 EV charging stations installed that will serve 14 parking stalls Efficient appliances and fixtures will be used inside the building The interior finish materials contain low or no VOC’s A new lighting control system will be provided with occupancy sensing and daylight harvesting STAFF RECOMMENDATION Staff recommends approval of the following requests • PUD Concept Plan Review on 23 acres • PUD District Review with waivers on 23 acres • Site Plan Review on 23 acres This is based on plans submitted on November 13, 2023, staff report dated December 11, 2023 and the following conditions: 1. Prior to the 1st reading before the City Council, the applicant shall: A. Show the linework for the new drainage and utility easement on the plans to check for conflicts. B. Update note 13 on the Overall Demolition Plan with updated Geotechnical Information. C. Currently, there is no 5' perimeter drainage and utility easement along the eastern lot line. The City requests this easement in addition to new easement for the watermain. Provide a separate drawing showing the easements to be vacated and the proposed new easements. D. The landscape plan is incompatible with some of the snow storage areas on the plans. Revise the Landscape Plan by moving some of the trees that are located near the snow storage areas into existing parking lot islands and moving the trees along the main entrance into the site to the east. E. Revise Sheet C004.8 Watermain Profile by providing annotations with pipe information. F. On Sheet C004.3 Sanitary Water West, revise notes number 4 because 7.5 feet is shown on the profile sheet and allowed by City Specifications. G. Revise Sheet C004.9 Watermain Profile to include a cut in tee and valve to the south. H. In the Introduction of the Stormwater Management Plan, the disturbance area seems to be the whole lot. Revise as necessary. I. On Sheet C004.1 Utility Plan, there will be a hydrant lost where the watermain will be removed. The Utility Plan must be revised by adding a hydrant within 100' of the FDC which should also be shown on the plan. There are several FDC's on this building. In addition, there are several sprinkler risers in this building, due to numerous additions. Ideally, the Fire Department would like to see the entire building with one riser room. All existing risers will need to be brought to current code. All PIV's should be removed and isolation valves added to the risers. Staff Report – Aldevron Page 11 11 J. Revise the Narrative to include a discussion on the elements of the project that meet the spirit and intent of the TOD zoning. K. In the I-2 Zoning District, the building and parking setback is 50 feet. The setback labels along Flying Cloud Drive should be revised on the Site Plan to a 50 foot building and parking setback. For corner lots, the parking setbacks can be reduced by half. Therefore, the building setback along W. 70th Street is 50 feet but the parking setback is 25 feet. Revise the Site Plan labels accordingly. L. Revise the Off-Street Parking Setbacks on the Site Plan so the front setbacks are listed as 50 feet and 25 feet. M. The Off-Street Parking Calculations on the Site Plan should be revised to include the parking requirements in addition to the parking provided. N. Revise the Site Plan so that the sidewalk along the accessible stalls on the south side of the main entrance to the building is 7 feet wide. O. Revise the Site Plan so that the pedestrian walkway through the parking lot is color concrete versus striped asphalt. P. On the Site Plan, label the square footage of each of the existing and proposed parking lot islands. This includes the areas at the end of the parking rows. Q. The footcandle numbers on the Photometric Plan should be extended to the property lines. Code states that the light levels cannot exceed .5 footcandles at the property line. This applies to the property line along the street as well. R. The Total New Trees section on the Landscape Plan Overall should be revised to include the 22 trees at 3.5 inch caliper and 1 tree at 2 caliper inches. The total caliper inches of trees provided should be 227. S. Revise the Site Plan so that the Site Data numbers are shown in square feet versus acres. Please revise the 5 numbers before the FAR with the following: Existing footprint, proposed footprint, total footprint, existing 2nd floor, proposed 2nd level (area proposed to be used on second level), proposed 2nd high level and total floor area. T. On each of the building elevation sheets, label the building materials and colors. For example, smooth finish precast concrete panel, white; 1 1/2 inch recessed area, white; metal panel with econolap pattern, orange etc. 2. Prior to land alteration permit issuance, the applicant shall: A. Provide a conservation easement over Wetland 1. B. Submit detailed storm water runoff, wetland, utility, street and erosion control plans for review and approval by the City Engineer. C. Submit a landscaping letter of credit or escrow surety equivalent to 150% of the cost of the landscaping. D. Obtain and provide documentation of Watershed District approval. E. Notify the City and Watershed District 48 hours in advance of grading. F. Install erosion control at the grading limits of the property for review and approval by the City. G. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. Staff Report – Aldevron Page 12 12 H. Submit a wetland protection bond, letter of credit, or escrow surety equivalent to 150% of the wetland plan requirements included in the Development Agreement. I. Provide proof that an Inspection and Maintenance Agreement for Private Stormwater Facilities has been recorded for all privately owned and maintained Stormwater Facilities. 3. The following waivers have been granted through the PUD District Review for the project as indicated in the plans stamp dated November 13, 2023. o Parking – City Code requires 748 parking stalls based on the proposed uses within the building. Once the addition is constructed and the interior remodeling is completed, the site will contain 669 parking stalls. The waiver allows 669 parking stalls. o Building Height – City Code allows a building height of 40 feet in the I-2 Zoning District. All but the west façade comply with the building height requirements. The waiver allows a building height of 42 feet along the west façade of the new addition. o Shoreland Impervious. City Code restricts the impervious coverage on a site to no more than 30% in the Shoreland. The current impervious coverage is 64.2% and the proposed impervious coverage is 64.1%. The waiver allows the impervious surface on the site to be 64.1%. o Building Material. In the I-2 Zoning District, City Code requires a minimum 75% of each façade of the exterior building finish to consist of at least two contrasting yet complementary Class I materials with at least one color variation. The applicant is proposing precast concrete panels and glass as Class I materials and metal as Class II materials. There are two colors proposed for the Class I material. Three of the proposed building facades do not comply with the percentage requirements. The waiver allows the north façade at 57% Class I and 43% Class II material and the south and west facades at 74% Class I and 26% Class II material. 7075 Flying Cloud Drive Land Development Application D – Project Narrative – Page 1 D – Project Narrative This project is a renovation and addition to an existing building at 7075 Flying Cloud Drive. The project scope includes architectural, civil, landscape, structural, mechanical, and electrical design services. It is an existing two-story building with a proposed addition on the northwest side of the building. Some portions of the building will be shelled for future renovation. The building will be used primarily for manufacturing, warehouse, and office. This project helps to support the City Guide Plan Framework in that it will bring many jobs to the city, providing opportunities to further support equity and diversity within the community. It also incorporates sustainable strategies that will enhance the area in which it is sited. This project will be located on a site that is currently zoned I-2. The Guide Plan designates the property as office based on the previous uses of the building. As part of the Land Development Application, the project is seeking waivers for the following: - Section 11.03: Height of Main Structure. A waiver is requested to allow the West Façade a maximum height of 42’-0”. - Section 11.03: Exterior Building Materials. This project seeks a waiver to allow more than 25% of the overall North, South, and West Facades to have Class 2 materials. - Section 11.03: Façade Articulation. This project is seeking a waiver for the West Facade which is greater than 80 feet and does not include façade articulation through recesses or projections, but rather color and material changes. - Section 11:03: Parking Stall Requirements. This project seeks a waiver to allow a reduction in parking stalls below City Code of 749 parking stalls for a total of 669 stalls which will accommodate the employees and visitors anticipated on site per day during peak hours. These waiver requests are explained further in separate attachments. The existing land use for the project site is office. The adjacent properties land uses are a mix of office and manufacturing. The proposed land use of the project site will be used similarly to the adjacent properties. Specifically, the project site will have a mix of 26% office, 17% manufacturing, 11% storage / warehouse, 12% mechanical (to support the manufacturing), and will have 34% of the total project site shelled for future renovation. This future renovation will likely include a similar mix of office, manufacturing, and mechanical. Adjacent to the project site is the future Golden Triangle Station for Metro Transit’s Green Line Light Rail Extension, anticipated to be operational by 2028. Located off W. 7th Street, it is anticipated that up to 10% of the project’s employees could utilize this station. Glazing, metal panel textures, and paint colors are strategically used for the façade renovations and design of the addition, knowing the Golden Triangle Station will serve as a hub for many in this area. The pedestrian route from the Golden Triangle station to the main entrance of the project site was also considered. As part of the design teams’ internal practices many green building concepts will be incorporated into the project as standard protocol. Specific features include two percent of parking that accommodates electric vehicle charging and the use of water and energy efficient appliances and fixtures. The interior finish materials used in the project contain low or no VOCs. This project will not accommodate composting but 7075 Flying Cloud Drive Land Development Application D – Project Narrative – Page 2 does provide recycling storage on site. Also, the structure of the new addition is being upsized to allow for future installation of solar panels. The new addition roof will be PV ready, raceway will be provided to the roof for future arrays and space allocated in electrical rooms for future inverters, combiners, etc. A new lighting control system shall be provided with occupancy sensing and daylight harvesting capabilities to reduce lighting energy consumption per current energy code. Meters shall be installed in the electrical distribution system to monitor electrical usage in different areas of the building and identify high usage areas. The tree removals for this redevelopment project will be minimal. About 5% of the existing caliper inches will be removed for the project, most of which are trees in existing internal parking lot islands that will be removed for the proposed building addition. Landscaping for the project will consist of adding trees to proposed internal parking lot islands and plantings in front of the building addition and the existing building’s main entrance. The project will be completed in one phase. Construction is anticipated to begin in January of 2024 and conclude in May of 2026. The development method will be owner-occupied. There is an easement for the public watermain that goes through the site. This easement will need to be vacated and a new easement will need to be recorded over the proposed watermain. The total area of the building is 430,480 sf. The BAR is .25 and the FAR is .44. The site incorporates 669 parking spaces, a minimum 2% of which provide electric vehicle charging. The building includes two wall-mounted signs on the exterior facades and a third sign at the building entry. The only signage is on the building; there are no monument signs on the site. Existing parking lot lights will be demolished and new parking lot lights will be provided. New building mounted lighting will be provided at the addition. Please see separate lighting and photometric plan attachment. A Travel Demand Management Plan (TDMP) was developed for the project. In summary, the overall impact of the proposed development on area roadway capacity is expected to be minimal and no further infrastructure in the area is needed to support the proposed development. Please see separate attachment for details. Phase II has been done by Environmental Resources Management Inc. An EAW is not applicable to our project. The south fork of the Nine Mile Creek flows south of the project site and the 100-year flood plain clips the south portion of the project site. The 100-year flood plain is covered by an existing conservation easement and will not be disturbed with the project. The project site is not being subdivided, and limits of disturbance can be found on the site plan. Stormwater will be constructed on site to meet the requirements of the Nine Mile Creek Watershed District and the City of Eden Prairie. 7075 Flying Cloud Drive Land Development Application D – Project Narrative – Page 3 The south fork of Nine Mile Creek flows just south of the project site. There are also two wetlands on the project site, Wetland 12-21-A and Wetland 12-21-C. Wetland 12-21-A is covered by an existing conservation easement and will not be disturbed with this project. Wetland 12-21-C is currently where the stormwater discharges too with out any treatment upstream. This project will reroute the storm sewer to a wet sedimentation basin with a filtration trench prior to being discharged into Wetland 12-21-C. The city zoning map is attached. City Code for the Shoreland District states there to be a maximum impervious area of 30 percent. The existing site was most likely in place prior to the requirements of current city code for parcels in the Shoreland District. The existing site is 64.2 percent impervious and the proposed site is 64.1 percent impervious. The reason for the decrease is the addition of parking lot islands and the green space around the building addition. A Conservation Planning Report was completed through the Minnesota Department of Natural Resources website. The results show that the site is in a high potential zone for Rusty Patch Bumble Bee. The nature of this project is to redevelop an existing site so the impacts to the existing green space will be minimal. Disturbed green space will be revegetated using BWSR and MnDOT seed mixes to restore the natural landscape. Soil boring logs from Braun Intertec show mostly D soils in the proposed stormwater treatment facility. The existing building and foundations on site will be reused and renovated as part of the project. There are no historic features on the site. The south portion of the site contains steep slopes and will not be disturbed with this project. The project will be privately financed. P:\220043000\03-Data\Code-Regulatory\EP Development Review Process Submittal\G - PUD Concept and Site Plan\Drafts and Background\Exterior Materials Waiver\Exterior Materials Waiver.docx November 10, 2023 Eden Prairie Planning Commission City of Eden Prairie 8080 Mitchell Road Eden Prairie, MN 55344 Re: Project Remedium Waiver Request Exterior Building Height, Exterior Building Materials, and Building Articulation BWBR Commission No. 220043.00 Dear Planning Commission: The project is requesting a waiver for the following portions of the Eden Prairie City Code: Section 11.03 • Section 11.03 – Establishment of District, Special Requirements o Subd. 2 District Standards ▪ B. The following criteria shall apply to all Districts: • Table 3 o I-2 Height of Main Structure and • Section 11.03 – Establishment of District, Special Requirements o Subd. 3 Special Requirements ▪ Subd. 3.K. 3 (b) Architectural Standards • Exterior Buildings Materials and • Section 11.03 – Establishment of District, Special Requirements o Subd. 3 Special Requirements ▪ Subd. 3.K. 4(a) Building Articulation • Façade Articulation Table 3 I-2 Height of Main Structure The Height of Main Structure for Zone I-2 per Table 3 is 40 ft. The project meets this requirement for all facades except for the West façade. A waiver is requested to allow the West Façade a maximum height of 42’-0”. The building height and grade plane were calculated using the following definitions from the City of Eden Prairie City Code: City of Eden Prairie Planning Commission 7075 Flying Cloud Drive Waiver Request November 10, 2023 Page 2 of 4 P:\220043000\03-Data\Code-Regulatory\EP Development Review Process Submittal\G - PUD Concept and Site Plan\Drafts and Background\Exterior Materials Waiver\Exterior Materials Waiver.docx Rev. Apr. 2015 • Building Height means the vertical distance from the grade plane to the highest point of the coping of the highest flat roof or to the deck line of the highest mansard roof or to the average height of the highest gable of a pitched or hipped roof. • Grade Plane means a reference plane representing the average finished ground level adjoining the building at the exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the closest adjacent lot line or, where the closest adjacent lot line is more than six (6) feet from the building, between the building and a point six (6) feet from the building. The South and East facades are of the existing building and are below the 40 ft height requirement. The North façade includes both existing building and new addition. The grade plan for the North façade is 4’- 1” below the finished floor elevation, however its maximum height is 38’-0” and therefore below the 40ft height requirement. The West façade also includes both existing building and new addition. The grade plan for the West facade is calculated at 0’-7” below the finished floor elevation. The height of main structure for the addition at the West Façade is 42’-0”, which is 2’-0” greater than the 40’-0” requirement prescribed in Table 3. The addition will house the project’s manufacturing and mechanical functions which require greater floor- to-floor heights. The manufacturing space alone requires 22’-0” floor-to-floor height to accommodate the required infrastructure. The second floor of the addition houses the mechanical units that serve the manufacturing space and also requires higher than average floor-to-floor height. The project has taken the air handling units that sit within this mechanical space into consideration and determined that housing these units inside the building is more efficient, sustainable, and aesthetically pleasing. Additionally, City Code requires roofline articulation at each façade. In order to achieve roofline articulation, the parapets along the West façade were increased and decreased at key locations. Incorporating roofline articulation, yet still maintaining the necessary functional volume for the addition, requires a waiver to allow the West Façade a maximum height of 42’-0”. Subd. 3.K. 3 (b) Architectural Standards Exterior Buildings Materials For zone I-2, city code requires a minimum of seventy-five percent (75%) of each façade to include two (2) contrasting materials with at least one (1) color variation to be comprised of Class I materials. This project seeks a waiver to allow more than 25% of the façade to have Class 2 materials on the North, South, and West Facades. The East façade is compliant. This project is an addition and renovation to an existing building, therefore certain limitations for the exterior materials are present. The building was originally built in 1984, and the existing facades are in poor condition. The office portion of the building consists of a thin brick façade assembly, with large portions of the thin brick cracked and popping off. Additionally most, if not all, of the windows are leaking. The project will be replacing both the windows and the failing thin brick exterior cladding system. A true brick façade is not viable due to the weight of the brick, and thin brick cladding systems are no longer advised. The project is proposing to use metal panel for the exterior cladding system at the existing building, which is considered a Class II material, due to the limitations of weight that the existing structure can handle. This leads to several of the existing facades to have more than 25% of Class II material. Elevations are included that show locations of the Class II materials proposed. City of Eden Prairie Planning Commission 7075 Flying Cloud Drive Waiver Request November 10, 2023 Page 3 of 4 P:\220043000\03-Data\Code-Regulatory\EP Development Review Process Submittal\G - PUD Concept and Site Plan\Drafts and Background\Exterior Materials Waiver\Exterior Materials Waiver.docx Rev. Apr. 2015 The North Façade has 57% Class 1 materials and 43% Class 2 materials. The class 2 materials are all metal panel in three different colors (bronze, white, and orange). The architectural screen wall has multiple colors and has an opacity of 50%, while the rest of the metal panel is located on the side of the addition and at the new exterior cladding of the existing office building. The South Facade has 74% Class 1 materials and 26% Class 2 materials. The south façade is comprised mostly of the existing building, and the 26% of class 2 materials are located in the new exterior cladding of the existing office building. The West Façade has 74% Class 1 materials and 26% Class 2 materials. The west façade is comprised of the addition and existing building. The addition uses mostly Class 1 materials, save for the architectural screen wall which is the Class 2 metal panel. The remaining Class 2 materials are located in the new exterior cladding of the existing office building. Metal panel is a durable, aesthetically pleasing, and lightweight material, and complements the existing materials. The proposed metal panel will be similar to Centria Econolap ¾” and will have a pronounced corrugation pattern to provide variety and texture to the façade. Please see attached for metal panel information. Additionally, it allows the design to keep and reuse the existing office building structure, rather than tearing it down. Subd. 3.K. 4(a) Building Articulation Façade Articulation City code requires façade articulation for any building façade in zone I-2 that exceeds 80 feet. Façade articulation is defined as recesses or projections of a minimum of four (4) inches in depth. This project is seeking a waiver for the West Facade which is greater than 80 feet and does not include façade articulation. The West façade is composed of precast panel that incorporates both vertical panel joints and horizontal reveals. The vertical joint is ¾” deep x 1 ½” wide, and the horizontal reveal is 1/2” deep x 3/4” wide. Due to construction limitations of the precast panel, a recess or projection greater than 4” is not feasible. In lieu of façade articulation through recesses or projections, the project proposes to provide building articulation through the use of material changes, color changes, roof articulation, and window patterning. This helps break down the scale of the façade in an aesthetically pleasing manner. Many of the project’s facades are comprised of portions of the existing building. Similar color, glazing, and material changes have been incorporated in order to create a holistic and unified design for all facades. Overall, the project is designed with intent to meet and exceed City code. City of Eden Prairie Planning Commission 7075 Flying Cloud Drive Waiver Request November 10, 2023 Page 4 of 4 P:\220043000\03-Data\Code-Regulatory\EP Development Review Process Submittal\G - PUD Concept and Site Plan\Drafts and Background\Exterior Materials Waiver\Exterior Materials Waiver.docx Rev. Apr. 2015 Sincerely, BWBR Jacquelyn Peck, AIA, LEED AP BD+C Project Manager JP/KM For professional licensure, visit bwbr.com/licenses-registrations Attachment: Centria-Econolap34-Tech Data Sheet.pdf Centria-Rainscreen Wall Systems-Brochure.pdf Econolap 3/4”profile offers a more pronounced corrugation and increased span capability over most corrugated panels. Econolap 3/4” side laps in the high cell when used as a wall or roof panel. All Exposed Fastener wall panels may be installed in a variety of rainscreen applications to form a complete wall system. Systems may vary from an uninsulated screenwall to MetalWrapTM Series, an insulated composite backup panel system with Advanced Thermal and Moisture Protection (ATMP®). Refer to CENTRIA Technical bulletin TB-05-10 for all rainscreen applications. DESCRIPTION GENERAL DESIGN OPTIONS ECONOLAP 3/4” TECHNICAL DATA SHEET CENTRIA.COM Copyright © 2022 CENTRIA, a NUCOR® company. CENTRIA-TDS-ECONOLAP34-NJ 1/2022 1. Alternate base material, panel lengths and gages may also be available. Contact CENTRIA. 2. Embossing is non-directional. 3. Not available in 18 ga. 4. MicroLine Extrusions can be used with horizontally installed panels only. 5. The 0.050” aluminum can be embossed but only on a “best effort” basis, in which varying depth of the pattern is likely and would not be a cause for rejection. Aluminum thicker than 0.050” cannot be embossed. 6. Additional charges may apply for nonstandard lengths ECONOLAP 3/4” PANEL THICKNESS 3/4” [19mm] PANEL COVERAGE 342/3” [881mm] SIDE LAP Overlapping Galvanized1 (G90)Stainless Steel1 (304)Aluminum1 (3003-H14) END LAPS Overlapping, Flash, MicroLine Extrusion4 Overlapping, Flash Overlapping, Flash, MicroLine Extrusion4 GAGES (STANDARD) 20 [0.91mm], 22 [0.76mm], 24 [.60mm] 20 [0.91mm], 22 [0.76mm], 24 [.60mm] 0.032” [0.81mm] 0.040” [1.02mm], 0.050” [1.27mm]5 GAGES (OPTIONAL)18 [1.19mm]N/A N/A STANDARD LENGTH 5 [1.524m] - 40 ft. [12.192m]5 [1.524m] - 40 ft. [12.192m]5 [1.524m] - 20 ft. [6.096m] OPTIONAL LENGTH6 1 [0.305m] - 5ft. [1.524m], 40 [12.192m] - 48 ft. [14.630m] 1 [0.305m] - 5ft. [1.524m], 40 [12.192m] - 48 ft. [14.630m] 1 [0.305m] - 5ft. [1.524m] STANDARD TEXTURE Smooth Smooth Smooth OPTIONAL TEXTURE Embossed2,3 Embossed2,3 Embossed2,5 FINISHES See CENTRIA Color Chart #4 Brushed See CENTRIA Color Chart 3/4" [19mm] 2-2/3" [68mm] 34-2/3" [881mm]SIDING HIGH CELL SIDELAPROOFING HIGH CELL SIDELAPECONOLAP 3/4" ROOFING PROFILEECONOLAP 3/4" SIDING PROFILEEXTERIOR (COLOR SIDE)HIGH CELL LAPHIGH CELL LAPEXTERIOR (COLOR SIDE)PURLINGIRTLEFT TO RIGHT ERECTIONLEFT TO RIGHT ERECTIONWALL (HIGH CELL) SIDE LAP ROOF (HIGH CELL) SIDE LAPSIDING HIGH CELL SIDELAP ROOFING HIGH CELL SIDELAP ECONOLAP 3/4" ROOFING PROFILE ECONOLAP 3/4" SIDING PROFILE EXTERIOR (COLOR SIDE) HIGH CELL LAP HIGH CELL LAPEXTERIOR (COLOR SIDE) PURLIN GIRT LEFT TO RIGHT ERECTION LEFT TO RIGHT ERECTION • Extremely versatile panels can be used as exterior or interior walls • All-weather installation capability, installation time is shortened, permitting fast-track scheduling • May be used with a variety of insulated or non-insulated back-up systems in a wide range of designs and colors • The Econolap 3/4” wall panel can be erected vertically or horizontally • Exceptional negative wind load properties • Excellent option for both new construction and retrofit projects • Panels are available in embossed or unembossed finishes ECONOLAP 3/4” DESIGN FEATURES & BENEFITS SIDING HIGH CELL SIDELAP ROOFING HIGH CELL SIDELAP ECONOLAP 3/4" ROOFING PROFILE ECONOLAP 3/4" SIDING PROFILE EXTERIOR (COLOR SIDE) HIGH CELL LAP HIGH CELL LAPEXTERIOR (COLOR SIDE) PURLIN GIRT LEFT TO RIGHT ERECTION LEFT TO RIGHT ERECTION ECONOLAP 3/4” ROOFING PROFILE ECONOLAP 3/4” SIDING PROFILE EXTERIOR (COLOR SIDE) EXTERIOR (COLOR SIDE) HIGH CELL LAP WALL (HIGH CELL) SIDE LAP LEFT TO RIGHT ERECTION A. For information on special applications, contact your local CENTRIA Representative. B. Minimum of roof slope = 2” in 12” [51mm in 305mm].C. Panel length tolerence is + or - 1/4” [6mm]. D. For protective coatings - see CENTRIA Color Chart or visit www.CENTRIA.com.E. Oil canning within mill tolerences will not be cause for rejection. NOTES ECONOLAP 3/4” TESTING TEST CHARACTERISTIC TEST METHOD TEST TITLE RESULTS ENVIRONMENTAL AIR LEAKAGE Econolap is intended to be used only as a rainscreen; an approved air/water barrier must be installed behind the product to comply with code requirements. WATER PENETRATION STRUCTURAL IMPACT RESISTANCE Approved non-HVHZ only; see FL1754. WIND LOADS See load-span tables.Determines structural performance under uniform positive or negative loading.See load-span tables. LEFT TO RIGHT ERECTION RAINSCREEN WALL SYSTEMS 2 CENTRIA.COM FORM AND FUNCTION Fundamentally, though, it is a structure, a shelter, a monument that is reliant on high-performance cladding elements to see it through years of wind, rain, snow and other harsh elements. Even further, the wall and roof are integral to the management of the indoor comfort of the building structure — to create everything from a functional workspace to an efficient learning environment. At CENTRIA, we understand that to weather the storms, your vision must balance the form, or design, with the function. Our Rainscreen Wall Systems offer countless, exciting design options backed by the superior thermal and moisture protection your building envelope requires to stand the test of time. Because true performance, like beauty, starts from within. ARCHITECTURE IS A VISUAL ART FORM THAT CAN EVOKE EMOTIONS THROUGH THE USE OF SPACE, AND CREATE A CONTEXT FOR LIVING AND WORKING. FORGING NEW PATHS TO SUSTAINABILITY PIONEERING THE CIRCULAR ECONOMY Where other manufacturers limit their sustainability efforts to the building efficiency of their products, CENTRIA Insulated Metal Panels are designed for low environmental impact from manufacture to performance. It’s all in the steel – a Nucor Insulated Panel Group company, CENTRIA’s innovative products feature the world’s most sustainable steel, developed with the most sustainable steel manufacturing practices on the market. Made with clean Electric Arc Furnace technology, Nucor steel contains an average recycled content of 74.1%, leading the steel industry with a greenhouse gas emission intensity that is less than 30% of the industry global average. WITH NUCOR INSULATED PANEL GROUP NIPG sustainability flyer 3 CENTRIA.COM The Rainscreen Wall System has evolved into the premier design choice in exterior wall construction. It consists of an outer element that often acts as the aesthetic component and sheds and controls the majority of rainwater (but does not eliminate it). The inner element performs multiple functions, serving as the final water, air, vapor and thermal barrier. The multi-component rainscreen wall is a popular choice today, with numerous components, methods, materials and assemblies readily available based on aesthetic preferences and environmental and climatic conditions. But multi-component rainscreen assemblies are susceptible to unintended performance issues due to: • Numerous penetrations. • Potential moisture entrapment. • Thermal short circuits. MODERN RAINSCREEN BACKUP SYSTEMS Performance Requirements Desired Characteristics • Provide a high-performance air barrier • Provide a watertight envelope • Provide an effective vapor barrier • Provide a thermal envelope • Meet all code requirements • Allow for aesthetic flexibility • Durable and sustainable • Easy-to-understand system • Allow for ease of design and detailing • Allow for faster installation • Cost-effective Outer Element (Cladding) Inner Element Air Space and Drain Plain Structure Wall Section WaterAir VaporThermal The Inner ElementControls the Following: NOTE: These assemblies often require multiple contractors for installation, leading to potential problems with quality control and jobsite coordination. THE FIRST AND SECOND LINE OF DEFENSE 4 CENTRIA.COM THE SCIENCE BEHIND RAINSCREEN WALL SYSTEMS The drained and back-ventilated rainscreen system is designed to drain off the majority of the rainwater at the outermost wall surface. This allows the remaining rainwater to enter a pre-designed drain cavity created between the exterior rainscreen and the moisture barrier, where it drains and evaporates. The outer element has openings at joints and end conditions, which are designed to control rainwater by minimizing (not preventing) moisture penetration from the exterior. However, it is the inner element, or backup wall, that protects and forms the weather barrier. Because some amount of water is permitted inside the cavity, the moisture management within the cavity is critical to ensuring proper drainage and air, vapor and thermal management of the building envelope. Without this control, cavity moisture would have only one place to go: into your building. As energy codes continue to become more stringent, the inner layer of typical wall systems has become more complex. As a result, the designer may be forced to consider the use of multiple product types in order to design an effective rainscreen system. RAINWATER IMPINGEMENT VAPOR INFILTRATION AIR-TRANSPORTED MOISTURE Leakage through voids in the moisture barrier — One of the biggest contributors to moisture in building elements, rainwater often enters in discrete locations. Breaks in the vapor barrier — Moisture slowly diffuses, causing condensation within the building envelope. Through any unsealed paths within the building cavity — Moving from high to low pressure. One of the amazing features of air, moisture and vapor is also one of the most destructive — inevitably they find the path of least resistance into buildings. The main ways moisture infiltrates a building and its components are: MOISTURE ALWAYS FINDS A WAY IN AIR WATER DRAINAGE PLANE DRAINED AND BACK-VENTILATED RAINSCREEN SYSTEM 5 CENTRIA.COM INSULATED COMPOSITE BACKUP PANEL METALWRAP Too often, rainscreens focus solely on the outer layer of the cladding. While exterior panels give your building outward appeal, the inner layer provides the long-term performance. Engineered with CENTRIA’s Advanced Thermal and Moisture Technology (ATMP®), MetalWrap is the ultimate barrier wall system, providing long-term performance in a single, easy-to-design and easy-to-install system. MetalWrap integrates with all of CENTRIA’s back-ventilated metal rainscreen panels and virtually any type of exterior cladding. The combination creates multiple layers of protection, with MetalWrap forming a continuous air, water, vapor and thermal barrier. METALWRAP™ INTEGRATED SERIES TYPICAL MULTI-COMPONENT ASSEMBLY Insulating Foam Core Exterior Rainscreen Exterior Rainscreen Subgirts Zee Support & Vertical Subgirts (May cause thermal short circuits) MetalWrap Series with integral attachment system Insulation Air and Vapor Barrier Exterior Sheathing 1 1 1 2 2 2 3 3 3 4 5 1 2 3 4 5 6 CENTRIA.COM SINGLE-SOURCE PRODUCT AND INSTALLATION Minimize risk and costs by sourcing all your rainscreen system products from one trusted provider: CENTRIA. Utilizing one company for your exterior metal cladding, aesthetic rainscreen and thermal weather barrier system also saves coordination time compared to sourcing from multiple vendors and installers. WEATHERTIGHT WARRANTY CENTRIA backs its rainscreen systems with a weathertight 10-year warranty. When any CENTRIA cladding panel is used with MetalWrap, you get the extra quality and performance assurance that no other backup wall with multiple components and layers can offer. INNER ELEMENTS PERFORMANCE Insulating Foam Core Achieve optimal thermal performance with a factory foamed-in- place core. MetalWrap utilizes polyisocyanurate foam insulation, and is available in several thicknesses with thermal ratings and performance that exceed IECC requirements in all climate zones. Thermal Steel Face and Liner Unlike many multi-component wall systems, the MetalWrap panel utilizes a metal liner combined with sealant that creates an air and vapor barrier to provide unmatched protection. The steel face also provides a drainage plane. Air Vapor Water Factory-Installed Joint Sealant High-performance butyl sealant is applied in the side joint at the factory for ease of installation and to provide an air and vapor barrier. Air Vapor Pressure-Equalized Tongue-and Groove Joinery MetalWrap’s innovative panel joint eliminates thermal short circuits, while pressure equalization and joint sealant prevent moisture from entering the building. The innovative design accommodates integrated rails for ease of cladding installation. Thermal Water OUTER ELEMENTS PERFORMANCE Multiple cladding options available CENTRIA offers a wide variety of cladding options that can be paired seamlessly with MetalWrap. Each system offers an array of profiles to create a wide variety of unique exterior aesthetics. For details, see pages 11-14. Water 1 2 3 4 5 CENTRIA RAINSCREEN SYSTEM ASSEMBLY FEATURES & BENEFITS 1 2 3 4 5 Rainscreen assemblies incorporating MetalWrap backup panels can qualify for a CENTRIA Weathertight Wall Warranty. Contact CENTRIA for more information. 7 CENTRIA.COM A NEW ADDRESS FOR HEALTHCARE IN ASHEVILLE Originally called Mission Hospital for Advanced Medicine, the newly built Mission Health North Tower in Asheville, North Carolina, is helping Mission Health set a new standard of excellence in healthcare for the community. The 630,000-square-foot, 12-story facility expands emergency department services and patient capacity. It includes 220 patient rooms, a 94-bed emergency room, 11 interventional and cardiac catheterization suites, eight digital operating rooms, and an outdoor terrace on the third floor. The $400-million tower was in the planning stages for nearly a decade. Planners ultimately chose solutions manufactured by CENTRIA for several parts of the building’s exterior. THE CENTRIA RAINSCREEN SYSTEM IN ACTION PROJECT NAME: Mission Health North Tower LOCATION: Asheville, NC ARCHITECT: HDR, Inc. CONTRACTOR: SECO Architectural Systems, Inc DEALER/INSTALLER: SECO Architectural Systems, Inc. PRODUCTS USED: Concept Series CS-200 CS-260 MetalWarp Integrated Louvers MR-100 Formawall FWDS TOWERING ABOVE Architects had a vision for the two towers that sit on either end of the new building and encase both elevators and staircases. They did not want the towers to appear utilitarian or commercial. Rather than using stone, masonry or concrete, designers sought to source an external wall solution that would be flat and smooth, delivering a modern and sleek look. The chosen product – nearly 20,000 square feet of Formawall Dimension Series from CENTRIA in a vertical orientation. “The architect really put to use what Formawall Dimension Series does well, and that’s cover opaque surfaces with a very flat-looking surface and also affording them the necessary insulation,” said Joe Creighton, president of SECO Architectural Systems. “The results were fantastic." CENTRIA’s Formawall high-performance building envelope system consolidates six wall components into one product for distinct architectural profiles in both horizontal and vertical orientations. Formawall comes with concealed clips, fasteners and sealants with insulated metal vertical joints and a pressure-equalized side joint to help prevent water infiltration. The panels are factory foamed in place, minimizing the potential for gaps within the panel. They also integrate with most glass wall, window and CS louver systems. “ In one step, you have an insulated weather barrier behind louvers. When the louvers did go on, the building was already dry. It was a time saver in that regard. It’s really easy to install. Very user friendly.” JOE CREIGHTON, President SECO Architectural Systems 8 CENTRIA.COM WEARING THE CROWN At the crown of the building, architects specified decorative louvers to add to the structure’s aesthetic appeal. At the same time, it was important to create a moisture barrier for the crown. That meant specifying an insulated rain barrier behind the louvers, and CENTRIA’s MetalWrap delivered the right performance metrics. “In one step, you have an insulated weather barrier behind louvers. When the louvers did go on, the building was already dry. It was a time saver in that regard,” Creighton said of MetalWrap. “It’s really easy to install. Very user friendly.” MetalWrap insulated composite backup wall panels serve as the ultimate backup wall system for nearly any type of exterior rainscreen. The solution consists of two steel skins that are permanently bonded to a poured-in-place foam insulating core. HIGH CONCEPT On the building’s podium (between the two metal towers), architects decided to use CENTRIA’s Concept Series single-skin wall panels in a variety of places. They created a visual break from the masonry, which served as the primary cladding in that area of the building. “The Concept panels have a ribbed profile and gave a little more interest to the podium level of the building,” Creighton added. Concept panels feature concealed fasteners and a common-lock joint that allows the panels to be integrated with each other. They can be installed vertically or horizontally with an unbroken appearance, adding to the product’s aesthetic versatility. 9 CENTRIA.COM PROJECT NAME: Sherwood Middle School LOCATION: Shrewsbury, MA ARCHITECT: Lamoureux Pagano & Associates CONTRACTOR: Gilbane Building Company DEALER/INSTALLER: LYMO Construction PRODUCTS USED: Concept Series CS-200: 5,095 sq. ft. CS-620: 12,360 sq. ft. CS-660: 12,274 sq. ft. MetalWrap 300 Series: 66,375 sq. ft. BEFORE AHEAD OF SCHEDULE AND UNDER BUDGET At Sherwood Middle School in Shrewsbury, MA., having the right materials is the pathway to success—and that doesn’t just apply to the students. This award-winning project combined exceptional planning, design, construction and high-performance materials. The school district partnered with the Massachusetts School Building Authority to rebuild the facility and meet the school’s growing needs. The result was a sustainable, state-of-the-art school that could provide a 21st-century learning environment for its 900 students. The $33.8-million project was completed six months ahead of schedule and more than $3 million below budget. It earned several awards, including the School Planning & Management Award for “Outstanding Architecture & Design in Education,” the Green Education Design Showcase, the “Judges Choice: Sustainability & Innovation Award” and the Metal Construction Association “Chairman’s Award for Education.” Sherwood Middle School also received a Massachusetts “High-Performance Green School” rating for environmental sustainability. WHY RAINSCREEN SYSTEMS WERE USED CENTRIA Rainscreen Systems are engineered for moisture, vapor and air control along with superior thermal efficiency, which is critical for environmental sustainability as well as time and cost concerns. Lamoureux Pagano Associates Architects chose the MetalWrap™ insulated composite backup panel system integrated with the Concept Series® Concealed Fastener Panels drained, back-ventilated rainscreens with MicroSeam® Corners so they could be installed in a fraction of the time required to install traditional multi-component assemblies, while still providing quality, value and an aesthetic appeal to Sherwood Middle School. Today, CENTRIA’s MetalWrap backs and protects nearly the entire school façade with 66,000 square feet of product. In this project, horizontal panels in Harvest Gold and Southwest Gold add texture and warmth to the building’s exterior. MicroSeam corners form a structural bond, making corners virtually seamless. “With an educational facility, there is no single factor that determines our design choices, but rather a number of equally important considerations— aesthetics, thermal value, weather resistance, installation time and budget,” said Katie Crockett, AIA, project architect at Lamoureux Pagano Associates Architects. “Each of these aspects played a key role in the Sherwood Middle School project, and CENTRIA’s MetalWrap Series was the right choice to address our priorities.” THE CENTRIA RAINSCREEN SYSTEM IN ACTION “ MetalWrap is one of the reasons why we finished ahead of schedule and under budget.” Mike Pagano, President Lamoureux Pagano Associates Architects 10 CENTRIA.COM As one complete system, CENTRIA’s back-ventilated rainscreens with MetalWrap insulated composite backup panels provide the ultimate barrier wall system and a variety of distinctive design options, all with a 10-year weathertight warranty. UNLIMITED DESIGN FREEDOM In addition to CENTRIA’s metal cladding profiles, MetalWrap also integrates with other cladding products, including brick, concept series and terra-cotta, providing unlimited design freedom. CONCEPT SERIES BRICK TERRA-COTTA RAINSCREEN PANELS WITH METALWRAP: BETTER TOGETHER 11 CENTRIA.COM • High-performance clip design creates. • Clips allow for thermal and seismic movement. • 11 different profiles with common asymmetrical articulation provide a variety of style options. • Panels are available in widths of 12 inches or 16 inches. CS-200 CS-210 CS-220 CS-260 CS-610 CS-612 CS-613 CS-620 CS-623 CS-630 CS-660 CONCEPT SERIESCONCEALED FASTENER PANELS Concept Series back-ventilated rainscreen panels are engineered to allow for a customizable aesthetic with a combination of concealed fasteners and a common-lock joint. Create interesting profiled wall relief designs for both new construction and retrofit projects. CONCEPT SERIES GALLERY Explore examples of buildings clad with Concept Series panels. 12 CENTRIA.COM • Concealed fasteners create a crisp, clean aesthetic. • Common-lock joint design allows for interesting aesthetic effects. • Panels may be installed both vertically and horizontally. • Panels are 12 inches wide and up to 25 feet long. Create exciting texture and visual interest with 12 unique IW Series rainscreen panel profiles. Choose from twelve interchangeable profiles featuring flush, ribbed, striated and stepped designs—and a wide choice of embossed and smooth finishes. IW-10A IW-11A IW-12A IW-13A IW-14A IW-15A IW-20A IW-21A IW-30A IW-31A IW-40A IW-41A IW SERIESCONCEALED FASTENER PANELS IW SERIES GALLERY Explore examples of buildings clad with IW Series panels. NOTE: “Oil canning” is an inherent part of Rainscreen Wall Systems, paticularly those with broad flat areas. CENTRIA takes every precaution, as defined by MCA, to minimize the effects of oil canning. Lack of flatness or waviness due to oil canning is not sufficient cause for rejection of material. 13 CENTRIA.COM • Six di fferent profile options have ribs that run horizontally or vertically. • Insulation may be added to increase thermal protection. • Durable panels have excellent negative wind load properties. • Panels are available in standard lengths up to 40 feet. CENTRIA Exposed Fastener Panels are extremely versatile for new construction or modernizing an existing design. Use them in a variety of applications, from exterior walls to roofs or even soffits. BR5-36 ECONOLAP 3/4"MR3-36 STYLE-RIB SUPER-RIB TR4-36 EXPOSEDFASTENER PANELS EXPOSED FASTENER GALLERY See project examples incorporating CENTRIA Exposed Fastener panels. 14 CENTRIA.COM • Exposed fastener options. • Horizontal or vertical orientation with variation in design and shadow relief. • All-weather installation capability and fast-track scheduling. • Confidence that panels meet project load and code requirements. • A variety of colors and finishes available along with custom color availability. PCE-02 PCE-06 PCE-07 PCE-08 PCE-09 PCE-11 PCE-14 PARADIGM™ GALLERY Explore examples of buildings clad with Paradigm. PARADIGM™ CUSTOM FABRICATED METAL PANELS The standard for innovative custom design, Paradigm panels help bring any project vision to life. Create one-of-a-kind custom profiles in a full palette of colors and finishes. With the ideal combination of high performance from the CENTRIA Profile Series metal panels and unique aesthetics, there is no limit to your customized exterior wall design. 15 CENTRIA.COM BR5-36 ECONOLAP 3/4"MR3-36 REVERSE PATTERN STYLE-RIB CS-260 CS-660 STAGGERED PATTERN PERFORATION PATTERN OPTIONS• Provides 10-40% open area depending upon panel profile and perforation patterns (consult CENTRIA) • Far more affordable option compared to woven metal • Perfect for open structures such as parking garages, stairwells, and rooftop screen walls • Promotes airflow and penetration of natural light • Shades and reduces glare • Made of 100% recyclable metal & non-combustible • Available painted aluminum or stainless substrates • Widths from 12" to 36" depending on panel model and lengths up to 40' for stainless panels. • Limit lengths to 20' for aluminum panels Panel Width Panel Width OPEN/FREEAREA PERCENTAGE PATTERN DIAMETER SPACING 10%Reverse 1/8"3/8" 23%Reverse 1/8"1/4" 23%Reverse 1/4"1/2" 30%Staggered 1/8"7/32" 33%Staggered 3/16"5/16" 40%Staggered 1/8"3/16" 40%Staggered 3/8"9/16" Exposed fastened CENTRIA EcoScreen perforated screenwall panels produce an airy aesthetic and a distinctive way to blend industrial and other applications with their surroundings. The perforation pattern is available in a wide variety of options to allow air and natural light to pass through, while providing additional security and unique aesthetic appeal. ECOSCREEN® SCREEN. VENTILATE. PROTECT. IN STYLE. ECOSCREEN® 16 CENTRIA.COM SRS 3 AND SDPSTRUCTURAL STANDING SEAM METAL ROOF SYSTEMS A building enclosure isn’t complete without a high-performance roof and CENTRIA has you covered with its line of high-quality standing seam metal roofs. Lengths: 48' factory formed or up to 220' field formed* Widths: 12", 16", and 18" Height: 3" Substrates: Galvalume, Galvanized Steel, Aluminum Minimum Roof Slope: 1/2 : 12 w/o endlaps, 1 : 12 w/endlaps SDP Provides a versatile, economical solution for low slope roofs with outstanding resistance to wind loads and is designed for application over open purlins and blanket insulation. SRS 3 Sets the standard for high-performance structural standing roofs. Its outstanding performance is due to interlocking design, mechanically seamed joinery, and concealed clips. Provides unmatched weather protection while acommodating thermal expansion and contraction. Plus, the SRS roof system is available in crimp-free curved panels. CENTRIA ROOF GALLERY See project examples incorporating CENTRIA SRS or SDP roof systems. SDP175 Length: 40' ** Widths: 16" and 18" Height: 13/4" Substrates: Galvalume, Galvalume PlusTM Galvanized Steel Minimum Roof Slope: 3 : 12 * Contact CENTRIA for longer length options SDP200 Length: 40' ** Widths: 16" and 18" Height: 2" Substrates: Galvalume, Galvalume PlusTM Galvanized Steel Minimum Roof Slope: 1/2 : 12 w/o endlaps, 1 : 12 w/endlaps Visit CENTRIA.com for complete technical details. ** Consult CENTRIA for longer lengths. 17 CENTRIA.COM DESIGN RECOMMENDATIONS FOR ARCHITECTURAL APPLICATIONS Oil canning is a natural characteristic of light gauge sheet metal, which occurs when the buildup of internal stresses within the metal creates a wavy appearance. It is most prevalent in panels with broad, flat faces and thinner gauges. In most cases, oil canning is not a concern for the structural integrity of the panels, but it can be aesthetically undesirable. The visibility of oil canning is affected by a multitude of factors, ranging from metal quality and stresses induced during fabrication, to how panels are handled in the field, to support tolerances and how panels are installed, to the angle of sunlight hitting the panels. As there is no single source of oil canning, there is no guarantee that the risk of oil canning can be eliminated completely; however, there are ways that designers and installers can reduce risk. PANEL PROFILE Choose a panel that doesn't have wide flat faces, such as corrugated or ribbed profiles, or profiles that use planks, striations, or pencil beads to interrupt flat faces. MATERIAL AND GAUGES Thicker gauges are stiffer and less prone to exhibit oil canning. Also, consider the thermal expansion of the material. For example, aluminum expands at twice the rate of steel when it heats up, which may create more internal stresses. TEXTURES AND FINISHES Using an embossed or low-gloss finish will help to mask oil canning and make it less noticeable to the eye. Darker colors will increase the surface temperature of the metal more than lighter colors, leading to more thermal expansion and a greater risk of oil canning. DESIGN FOR THERMAL EXPANSION All metal expands when it heats up. Consider choosing a product that uses a clip system to allow the panels to float and move with expansion. Use flashing and trim details that can accommodate that movement where possible. When using products that are hard fastened, remember that the amount of expansion directly correlates with the length of the panel, so shorter panels will experience less expansion. MATERIAL HANDLING When carrying panels in the field, always carry panels on their sides. Letting the panels sag or distort will induce further stress on the panels. CHECK SUPPORTS FOR PLUMBNESS Standard tolerances for support plumbness may be sufficient for panel installation, but panels that are prone to oil canning will be more sensitive to support tolerances. Check that supports are as true to plumb as possible prior to erection, and take care to follow proper installation procedures. NOTE: As a leading manufacturer of metal cladding products, CENTRIA takes every reasonable precaution within our control to limit oil canning and produce high-quality single skin metal panels. However, the potential of oil canning will always be an inherent characteristic of light gauge metal. Intelligent design, material selection, and installation can greatly help to mitigate the appearance of oil canning. 18 CENTRIA.COM CENTRIA makes it easier than ever to maintain a flat, architectural aesthetic through the use of Rainscreen Design Options, including Microline Extrusions, fins, and flash details. Common-lock joinery allows you to mix and match dozens of modern profile shapes from our vast product catalog for custom wall relief, and all panels can be installed in either horizontal or vertical orientation. MAXIMIZE AESTHETICS, MINIMIZE THERMAL MOVEMENT RAINSCREEN DESIGN OPTIONS MicroLine details incorporate aluminum extrusions designed to integrate visually and mechanically with CENTRIA Profile Series panels. Slim, 2" [51mm] wide MicroLine Extrusions make it a snap to trim and finish around windows and doors, inside or outside corners and at the base of walls, or to create clean vertical joints between panels. MicroLine details enable you to replace flashing and exposed fasteners with crisper and cleaner finished lines. Also available for horizontal applications of IW Series, Style-Rib, BR5-36, Econolap 3/4" and TR4-36. MicroLine details are available for Concept Series profiles in horizontal and vertical applications. Create a striking visual accent and exceptional contemporary appeal by combining integrated fins with CENTRIA metal rainscreen panels. Fin flash details minimize the sight line of the vertical joint while delivering a truly unique, modern aesthetic. Vertical fins are available for use with CENTRIA’s Concept Series, IW Series and Exposed Fastener metal rainscreen profiles when installed in horizontal orientation. Flash Details provide a simple design detail where two panels meet, in lieu of end-lapping. This detail is available for use with CENTRIA’s Concept Series, IW Series and Exposed Fastener metal rainscreen profiles when installed in horizontal orientation. Microline™ Extrusions Fins Flash Detail 19 CENTRIA.COM ADDITIONAL DESIGN OPTIONS MICROSEAM® CORNERS MicroSeam Corners use cutting-edge structural bonding techniques to produce corners that appear virtually seamless. Manufactured from the same metal substrate coil as the panels, MicroSeam Corners employ no welding and no pop rivets. Like all CENTRIA panels, they are fully tested for performance. MicroSeam Corners are available on horizontal BR5-36, Econolap 3/4", MR3-36, Style-Rib, Super-Rib, TR4-36, all Concept Series profiles, and all IW Series profiles. CENTRIA Profile Louvers come in gauges, colors and finishes to match corresponding panels and blend invisibly into a wall, eliminating visual breaks in sight lines. Profile Louvers are available for horizontal installation with BR5-36, Inverted BR5- 36, MR3-36, CS-260, CS-660, Style-Rib or Super-Rib wall panels. Variable blade depths from 11/2" to 8" [38mm to 203mm] create free area from 10% to 49% for air intake or exhaust. PROFILE LOUVERS CURVED PANELS With CENTRIA curved panels, you can add radius design elements to your projects. The panels are available in a selection of exposed fastener profiles, for any architectural, commercial or industrial application. Curved panels are ideal for canopies and awnings, roofing, fascia and walls. EXPLORE TECHNICAL DETAILS Explore your design options online here. 20 CENTRIA.COM DESIGN ASSISTANCE CENTRIA is available at the onset of your project to help design a wall and/or roof system that meets your unique vision and performance requirements - with multiple panel types, integrated components, and other dynamic product options. A WORLD OF COLOR CENTRIA offers the most standard colors in the industry. Explore our color selector to find the color and/or special effect coating perfect for your design. SPECIFICATION WRITING GUIDANCE You can rely on CENTRIA for clear and concise specifications and specification writing guidance to ensure that what you expect for your building is precisely what you receive. PREMIER INSTALLERS CENTRIA project managers are on the ground at the job site to oversee the installation of CENTRIA products and systems by one of CENTRIA’s well-trained façade specialist installers. FAÇADE ENGINEERING CENTRIA façade engineers consult closely with your team and provide complete custom structural drawings and details to maximize efficiency and performance of your CENTRIA high-performance building envelope. QUALITY CONTROL CENTRIA boasts the most stringent quality controls – both internally and across its supply chains – from manufacturing to product delivery and installation – ensuring legendary aesthetics and long-term performance. COLOR AND FINISH WHERE THE REAL MAGIC BEGINS Beyond solid color, only CENTRIA offers a full range of special effects coatings to expand possibilities for the expression of color and finish in architectural design. Sundance Series - a pearlescent finish featuring metallic flakes or mica that shimmers under sunlight in a wide range of colors Celestial Effect Luminous Series - a deep luminous finish with gold or silver flakes added for unrivaled brilliance in a curated palette of hues Allura Earth Series - a select range of earthy hues in a soft and natural matte finish Kolorshift Iridescent Series - a palette of coatings that shift in hue according to viewing angle and direction of sunlight Impressions® - accurately emulate beautiful natural wood finishes and specialty metals without the cost or ongoing maintenance requirements of the real thing TIME TO FIND NEW FREEDOM TO CREATE Watch this introductory video and learn how CENTRIA helps you Find New Freedom to Create. 21 CENTRIA.COM PANELS FINISHES SUBSTRATES FluorofinishDuragardDuragard PlusSundance MicaSundance AM MetallicVersacor Elite PF, MX, AMKolorshiftAlluraCelestial EffectsG-90 GalvanizedAluminumStainless SteelZincAnodizedCopperFORMAWALL | The Complete Wall System FW Dimension Series X X X X X X X X X X X1 Formavue Windows X X X X X X X Rainscreen SYSTEMS | Flexibility in Aesthetics and Performance Concept Series X X X X X X X X X X X X X IW Series X X X X X X X X X X X X X EcoScreen X X X X X X X X X Exposed Fastener Panels X X X X X X X X X X X X Paradigm X X X X X X X X X X X X X Profile Louvers X X X X X X X X X X Liner Panels X X X X X X X X X SRS | Structural Standing Seam Roof Systems SRS 3 X X X X X X X X X X Certain panel profiles and options may not be available in all finish and gauge combinations. Contact CENTRIA for availability. 1 Stainless is available for face elements only and not liner elements. FINISHES & SUBSTRATES Additional Substrate details • Standard G-90 hot-dip galvanized steel conforming to ASTM A924 and ASTM A653 structural quality • Galvalume® steel, unpainted hot-dip coated with aluminum-zinc alloy conforming to ASTM A924 and ASTM A792 • Stainless steel*, Type 304 AISI architectural grade alloy; austenitic, non-magnetic, non-glare surface; slight variation in surface finish, Type 316 available on request for corrosive environments. Solid stainless steel panels are furnished with a #4 brushed finish. • Aluminum alloy 3003 and for standing seam roof panels, 3004*, available in smooth surface as a substrate Galvalume® steel not available with Versacor Elite. 22 CENTRIA.COM MONUMENT ARENA Rapid City, SD UHD SCIENCE AND ENGINEERING Houston, TX FACTORY 26 Pittsburgh, PA Cinci Music Center Cincinnati, OH 23 CENTRIA.COM PHOENIX OUTPATIENT CLINIC Phoenix, AZ GEODIS PARK St. Louis, MO FACTORY 26 UPPER LANDING St. Paul, MN Cinci Music Center 8th & SYCAMORE Cincinnati, OH DESIGN TO PERFORM Architecture that is greater than the sum of its parts comes down to the design of those parts. From conception to installation, every part of a CENTRIA high-performance metal enclosure is engineered, tested, and refined to perfection for architecture that excels, sustains, and inspires. © 2023 CENTRIA, a Nucor Company. All rights reserved. CENTRIA.com P:\220043000\03-Data\Code-Regulatory\EP Development Review Process Submittal\G - PUD Concept and Site Plan\Drafts and Background\Parking Counts Waiver\Parking Counts Waiver.docx November 10, 2023 Eden Prairie Planning Commission City of Eden Prairie 8080 Mitchell Road Eden Prairie, MN 55344 Re: 7075 Flying Cloud Drive Waiver Request – Parking Counts BWBR Commission No. 220043.00 Dear Planning Commission: The project is requesting a parking space waiver for the following portions of the Eden Prairie City Code: • Section 11.03 – Establishment of District, Special Requirements o Subd. 3 Special Requirements ▪ Subd. 3.H. 4 (f) Parking Requirements/Use • Industrial Subd. 3.H. 4 (f) Parking Requirements/Use Industrial This project consists of a renovation to an existing building, as well as an addition. Parking stall requirements were calculated using City Code and show a deficiency of 80 stalls. This project seeks a waiver to allow a reduction in parking stalls below City Code for a total of 669 stalls. The existing parking stall count on site is 905 stalls. However, these parking stalls are currently not compliant with the City, and at a minimum several stalls must be removed to add landscape islands and site lighting. A total of 236 parking stalls will be removed to make way for the required parking lot improvements and the addition. This leaves a total of 669 parking stalls on site. As shown in the site plan, there are several site limitations including existing trees, a wetland sedimentation basin and a pond that limit the amount of expansion for parking available on the site. The project site will have a mix of 26% office, 17% manufacturing, 11% storage / warehouse, 12% mechanical (to support the manufacturing), and will have 34% of the total project site shelled for future renovation. Our calculations show that 749 parking stalls are required per City Code, which is a deficit of 80 parking stalls. The program for the shelled area has not been defined, but will likely include a similar mix of office, manufacturing, and mechanical. The project business is expected to employ a total of up to 500 employees, which includes a proportion of office and direct/shift employees. The following information provides additional details of employee activity on site: a) Office Employees: 300 employees (30-fully remote) City of Eden Prairie Planning Commission 7075 Flying Cloud Drive Waiver Request November 10, 2023 Page 2 of 2 P:\220043000\03-Data\Code-Regulatory\EP Development Review Process Submittal\G - PUD Concept and Site Plan\Drafts and Background\Parking Counts Waiver\Parking Counts Waiver.docx Rev. Apr. 2015 b) Direct / Shift Employees: 200 employees a. Day Shift (7 a.m. to 3 p.m.) – 150 employees b. Evening / Night Shift (3 p.m. to 1 a.m.) – 50 employees c) Daily Visitors / Deliveries: 10 to 15 vehicles per day Note that of the 500 employees, approximately 80 percent would represent new hires. The project’s business also indicated that approximately 30 employees are expected to have fully remote positions. Thus, during peak periods, up to approximately 420 employees would be expected on site. There are several factors that will reduce the parking demand even further. One key benefit of this site is the proximity to the new Golden Triangle Station. Service is projected to begin in 2028, at which time building employees will be able to take advantage of the public transit. The proximity of this station has been incorporated into the business’s Transportation Demand Management (TDM) Program. This TDMP has a goal for 10% of daily commuters to use alternative modes of transportation through various transit incentive programs, promoting alternative modes of transportation, and providing bicycle storage and employee showers on-site. Though the number of parking spaces is not being met, the project is meeting requirements for accessible parking and EV charging stations, while also retaining the existing landscape and stormwater prevention features of the site. Walkways for safe entry into the building are also incorporated into the plan. This project seeks a waiver to allow a reduction in parking stalls below City Code of 749 parking stalls for a total of 669 stalls which will accommodate the 420 employees and 15 visitors anticipated on site per day during peak hours. Sincerely, BWBR Jacquelyn Peck, AIA Project Manager JP/KM For professional licensure, visit bwbr.com/licenses-registrations PARKING COUNTS AND SQFT BREAKDOWNS LEVEL 1 LEVEL 2 ADDITIONS LEVEL 1 ADDITIONS LEVEL 2 Manufacturing - 16,128 16,127.53 48.38 50,370 4,736 165.32 Warehouse 45,105 - 45,105.15 22.55 - - - Office 48,461 37,090 85,550.72 402.09 - 5,247 24.66 Accesory Space 19,870 - 19,869.73 59.61 - - - Mechanical 5,471 9,634 15,105.23 7.55 10,041 25,941 17.99 Shelled - - Total 118,907 62,851 181,758.36 540.19 60,411 35,923 207.97 Parking Total Required 748.15 3/1000 SQFT GFA 0.003 DAY 1 PARKING Parking 1,107.31 Ratio from EP Code 11.03 Sub D 3.H 4 Parking Requirements f. IND Manufacturing 0.003 3/1000 SQFT GFA Accesory space classified as manufacturing. Confirmed with city of EP. Warehouse 0.0005 1/2 -1000 SQFT GFA Mechanical space classified as warehouse. Confirm with City of EP Office 0.005 5/1000 SQFT GFA No longer used Office (Updated)0.0047 4.7/1000 Area Second Level Existing Parking Count 905 GMP Expansion 60,761 35,591 205.0 Total Parking Proposed (new and existing) 669.0 Warehouse Expansion 12,558 - Day 1 Needed Parking Count - existing only 540.19 GMP Addition Future 13,397 - Parking REQ W/ Addition 748.15 Future Drug Product 60,413 - Parking Removed - Cumulative 236.0 Future QC - 13,068 Parking Potential Add 0.0 Parking lost to Island requirements 25.0 Dock - - 73.0 Totals 147,129 48,659 303.0 Day 1 Parking 669.00 delta (79.15) Day 2 Addition GMP 54.0 Parking Counts lost from additions Existing building Addition - 2 Trains + Mechanical Plant 7075 Flying Cloud Drive Land Development Application V – Shoreland Review – Page 1 V. Shoreland Review The south fork of Nine Mile Creek flows just south of the project site. There are also two wetlands on the project site, Wetland 12-21-A and Wetland 12-21-C. Wetland 12-21-A is covered by an existing conservation easement and will not be disturbed with this project. Wetland 12-21-C is currently where the stormwater discharges too with out any treatment upstream. This project will reroute the storm sewer to a wet sedimentation basin prior to being discharged into Wetland 12-21-C. The city zoning map is attached. Site areas can be found on the projects site plan. Utility C a b i n e t 70TH ST W (A Public R/W)FLYING CLOUD DR(A Public R/W)FLY I N G C L O U D D R (A P u b l i c R / W ) (Wid t h V a r i e s ) Pond Pond Retaining Wall Wetland Delineated By Others PID: 1211622210011 Address: 7075 Flying Cloud Drive Retaining Wall Retaining Wall Concrete Pad Concrete Pad Concrete Sidewalk Landscaping Landscaping Landscaping Concrete Pad Bitumi n o u s Si d e w al k Bituminous Side walkBituminous SidewalkBituminous SidewalkAccess AccessConcrete PadConcrete Pad Median Concrete PadConcrete Pad Concrete Pad PID: 1 2 1 1 6 2 2 2 1 0 0 1 2 Address: U nassi g n ed Own er: Golde n Tri a n gle St ati o n L L C Bituminous Sidewalk PID: 1211622210013Address: UnassignedOwner: Metropolitan CouncilBituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot AccessBituminous Sidewalk Retaining Wall Concrete Retaining Wall Concrete PadLandscaping Concrete Sidewalk Paver s Retaining Wall Bitu m i n o u s S i d e w a l k Bi t um i n o u s S i d e w a l k Pavers T r e e L i n e Tree Line Retaining Wall Retaining Wall Edge of Water PID: 1211622210011 Address: 7075 Flying Cloud Drive Two Story Brick and Concrete Panel Building Foundation Area = 190,466 SQ. FT. +/-[A] Chain Link FenceCrosses Property LineAccess PROPOSED BUILDING ADDITION FFE=972.00 NOPARK ING NOPARK ING NOPARK ING NOPARK INGNOPARKING WET SEDIMENTATION BASIN WITH FILTRATION TRENCH (CITY WATERBODY ID 12-21-E) NWL=853.50 HWL=858.52 BTM=848.00 EOF=858.50 NOPARKINGNOPARKIN G NOPARKING CITY WATERBODY ID 12-21-C NWL=853.00± HWL=853.66± (EX. HWL=855.82±) CITY WATERBODY ID 12-21-A CITY WATERBODY ID 12-21-D 56.0'581.2' 618.9'195.1'3.8'33.6' N SCALE IN FEET 0 50 100 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 56092 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/Registered Professional Engineer under the laws of the State of Minnesota Zachary H. Webber - PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 SITE PLAN OVERALL 220.CS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CIVIL SITE GROUP, DATED 09/19/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 NOTE: SEE PAVEMENT SECTIONS ON SHEET 250.CD FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT MILL & OVERLAY EXISTING PARKING LOT AND DRIVE GRAVEL AREA PAVERS - 2' x 3' ESTATE PAVERS BY WAUSAU TILE COLOR TO BE HRT-38 OR EQUAL PAVEMENT TYPES LOOSE LAID NATURAL FLAG STONE (LM-04) COLOR: VIRGINIA SLATE B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) NOTE: SEE CURB & GUTTER DETAILS ON SHEET 250.CD. SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) CURB TYPES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED OCTOBER 19, 2023 FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES CURRENT ZONING: I-2 INDUSTRIAL PARK PROPOSED ZONING: I-2 INDUSTRIAL PARK PROPERTY AREA: 22.612 ± AC EXISTING IMPERVIOUS AREA:14.516 AC (64.2%) EXISTING PERVIOUS AREA:8.096 AC (35.8%) PROPOSED IMPERVIOUS AREA:14.496 AC (64.1%) PROPOSED PERVIOUS AREA:8.116 AC (35.9%) EXISTING IMPERVIOUS AREA DISTURBED: 3.323 ± AC (22.9%)* *PERCENTAGE DISTURBANCE OF EXISTING IMPERVIOUS EXISTING BUILDING AREA:4.396 AC PROPOSED BUILDING AREA:1.409 AC TOTAL BUILDING AREA:5.805 AC PROPOSED 1ST FLOOR AREA:60,388 SF PROPOSED 2ND FLOOR AREA:35,940 SF FAR:0.473 BAR:0.256 PROPOSED BUILDING HEIGHT:40' 7" EXISTING PAVEMENT AREA:10.120 AC TOTAL PAVEMENT AREA:8.691 AC TOTAL PARKING LOT AREA:5.710 AC TOTAL PARKING LOT ISLAND AREA:0.423 AC (7.4%) SITE DATA YARD (BUILDING) SETBACKS: FRONT 50 FT MINIMUM SIDE 20 FT MINIMUM REAR 25 FT MINIMUM OFF-STREET PARKING SETBACKS: FRONT 35 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 24 FT EXISTING PARKING = 905 STALLS PARKING REMOVED =-257 STALLS PROPOSED PARKING = 7 STALLS TOTAL PARKING PROVIDED = 655 STALLS TOTAL PARKING INCLUDING ACCESSIBLE PARKING =669 STALLS EXISTING ACCESSIBLE PARKING:19 STALLS REMOVED ACCESSIBLE PARKING: -16 STALLS PROPOSED ACCESSIBLE PARKING: 11 STALLS TOTAL ACCESSIBLE PARKING PROVIDED 14 STALLS REQUIRED ACCESSIBLE PARKING:13.1 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING 70TH ST W (A Public R/W)FLYING CLOUD DR(A Public R/W)Pond Pond Retaining Concrete Sidewalk Landscaping Landscaping Concrete Pad Bitumi n o u s Si d e w al kBituminous SidewalkBituminous SidewalkAccess AccessMedian Concrete Pad Bituminous Sidewalk Bituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot AccessConcrete PadPavers Retaining Wall Pavers T r e e L i n e Retaining Wall Edge of Water NOPARKING NOPARKINGNOPARKING NOPARKINGNOPARKING WET SEDIMENTATION BASIN WITH FILTRATION TRENCH (CITY WATERBODY ID 12-21-E) NWL=853.50 HWL=858.52 BTM=848.00 EOF=858.50 NOPARKINGNOPARKING NOPARKINGCITY WATERBODY ID 12-21-C NWL=853.00± HWL=853.66± (EX. HWL=855.82±) CITY WATERBODY ID 12-21-D CONCRETE SIDEWALK TYP-SEE DETAIL MAIN ENTRY (TYP.) SECURED EMPLOYEE ENTRY WITH KEY CARD ACCESS GATE COORDINATE WITH OWNER SECURITY SECURED EMPLOYEE ENTRY WITH KEY CARD ACCESS GATE COORDINATE WITH OWNER SECURITY SECURED EMPLOYEE ENTRY WITH KEY CARD ACCESS GATE COORDINATE WITH OWNER SECURITY FLAG POLES (3) (SEE ARCHITECTURE) 13 21 21 10 9 99999999999 18 9 2 18 18 18 18 18 18 18 18 10 8 8 12 19 18 18 18 18 27 20 20 20 20 17 2 17 (8) SECURITY BOLLARDS (SEE DETAIL) PROPOSED PARKING ISLANDS WITH TREES & STONE MULCH-TYP (SEE LANDSCAPE) STRIPED CROSSWALK CROSSWALK TYP-SEE DETAIL LANDSCAPE BED (SEE LANDSCAPE) PRECAST SEATWALL TYP-SEE DETAIL 17 COLOR CONCRETE SIDEWALK TYP-SEE DETAIL COLOR CONCRETE SIDEWALK TYP-SEE DETAIL COLOR CONCRETE SIDEWALK TYP-SEE DETAIL 19 24.6'18.0'10.7' 5.0' CONCRETE STOOP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS 24.5'12.3' 12.0' 3.5' 24.5' PRECAST SEAT WALLTYP-SEE DETAIL TYPICAL ADA PARKING STALLS SEE DETAIL ADA PARKING SIGN/ BOLLARD COMBO (9) TYP-SEE DETAIL 9.0'TYP9.0'TYP9.0'TYP24.7'9.0'TYP12.5' 13.6' 3.5'25.0'29.1' MATCH EXISTING CURB & GUTTER-TYP B612 CURB & GUTTER TYP-SEE DETAIL BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING B612 CURB & GUTTER TYP-SEE DETAILBITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER-TYP 8.0'PROPOSED PARKING ISLANDS WITH TREES & STONE MULCH-TYP B612 CURB & GUTTER TYP-SEE DETAIL BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING ADA PARKING SIGN/ BOLLARD COMBO (2) TYP-SEE DETAIL TYPICAL ADA PARKING STALLS SEE DETAIL 9.0'TYP9.0'TYPB612 CURB & GUTTER TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER-TYP BENCH (SEE LANDSCAPE DETAIL) LIGHT POLE-TYP SEE ELECTRICAL PLANS LOOSE LAID STONE (SEE DETAIL) WETLAND BUFFER (CONSERVATION EASEMENT) BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING 13.0' BITUMINOUS FLUSH WITH SIDEWALK 6' TRANSITION TO INTEGRAL CURB BITUMINOUS FLUSH WITH SIDEWALK ADA PARKING SIGN/ BOLLARD COMBO (2) TYP-SEE DETAIL EV CHARGING STATION-TYP DELINEATED WETLAND BOUNDARY BY OTHERS 10.0' 15.0' WETLAND BUFFER SIGN-TYP. (9) 15' BUFFER SETBACK SNOW STORAGE AREA SNOW STORAGE AREA SNOW STORAGE AREA 7.0' BICYCLE PARKING (10) TYP-SEE DETAIL REPLACE BITUMINOUS TRAIL 15.0'10.0' N SCALE IN FEET 0 30 60 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 56092 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/Registered Professional Engineer under the laws of the State of Minnesota Zachary H. Webber - PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 SITE PLAN WEST 222.CS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CIVIL SITE GROUP, DATED 09/19/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 NOTE: SEE PAVEMENT SECTIONS ON SHEET 250.CD FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT MILL & OVERLAY EXISTING PARKING LOT AND DRIVE GRAVEL AREA PAVERS - 2' x 3' ESTATE PAVERS BY WAUSAU TILE COLOR TO BE HRT-38 OR EQUAL PAVEMENT TYPES LOOSE LAID NATURAL FLAG STONE (LM-04) COLOR: VIRGINIA SLATE B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) NOTE: SEE CURB & GUTTER DETAILS ON SHEET 250.CD. SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) CURB TYPES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED OCTOBER 19, 2023 FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES CURRENT ZONING: I-2 INDUSTRIAL PARK PROPOSED ZONING: I-2 INDUSTRIAL PARK PROPERTY AREA: 22.612 ± AC EXISTING IMPERVIOUS AREA:14.516 AC (64.2%) EXISTING PERVIOUS AREA:8.096 AC (35.8%) PROPOSED IMPERVIOUS AREA:14.496 AC (64.1%) PROPOSED PERVIOUS AREA:8.116 AC (35.9%) EXISTING IMPERVIOUS AREA DISTURBED: 3.323 ± AC (22.9%)* *PERCENTAGE DISTURBANCE OF EXISTING IMPERVIOUS EXISTING BUILDING AREA:4.396 AC PROPOSED BUILDING AREA:1.409 AC TOTAL BUILDING AREA:5.805 AC PROPOSED 1ST FLOOR AREA:60,388 SF PROPOSED 2ND FLOOR AREA:35,940 SF FAR:0.473 BAR:0.256 PROPOSED BUILDING HEIGHT:40' 7" EXISTING PAVEMENT AREA:10.120 AC TOTAL PAVEMENT AREA:8.691 AC TOTAL PARKING LOT AREA:5.710 AC TOTAL PARKING LOT ISLAND AREA:0.423 AC (7.4%) SITE DATA YARD (BUILDING) SETBACKS: FRONT 50 FT MINIMUM SIDE 20 FT MINIMUM REAR 25 FT MINIMUM OFF-STREET PARKING SETBACKS: FRONT 35 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 24 FT EXISTING PARKING = 905 STALLS PARKING REMOVED =-257 STALLS PROPOSED PARKING = 7 STALLS TOTAL PARKING PROVIDED = 655 STALLS TOTAL PARKING INCLUDING ACCESSIBLE PARKING =669 STALLS EXISTING ACCESSIBLE PARKING:19 STALLS REMOVED ACCESSIBLE PARKING: -16 STALLS PROPOSED ACCESSIBLE PARKING: 11 STALLS TOTAL ACCESSIBLE PARKING PROVIDED 14 STALLS REQUIRED ACCESSIBLE PARKING:13.1 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING CITY WATERBODY ID 12-21-C DELINEATED WETLAND LENGTH = 559 FEET LOW QUALITY WETLAND PER APPROVED MnRAM 20 FOOT MINIMUM AVERAGE BUFFER WIDTH (WITH NO AREA LESS THAN 10 FEET) REQUIRED BUFFER AREA = 559 FT x 20 FT = 11,180 SF BUFFER AREA = 11,881 SF WETLAND BUFFER DATA FLY I N G C L O U D D R (A P u b l i c R / W ) (Wi d t h V a r i e s ) Pond Retaining Wall Wetland Delineated By Others Retaining Wall Retaining Wall Bitumi n o u s Si d e w al k Bituminous SidewalkConcrete PadConcrete PadConcrete PadConcrete Pad Concrete Pad PID: 1 2 1 1 6 2 2 2 1 0 0 1 2 Addr ess: Unassigned Owner: Gold e n Tri a n gl e St ati o n LL C Bituminous Sidewalk Bitu m i n o u s S i d e w a l k B i t um i n o u s S i d e w a l k T r e e L i n e Tree Line Retaining Wall Retaining Wall PID: 1211622210011 Address: 7075 Flying Cloud Drive Two Story Brick and Concrete Panel Building Foundation Area = 190,466 SQ. FT. +/-[A] Chain Link FenceCrosses Property LineNOPARKINGNOPARKING CITY WATERBODY ID 12-21-A CITY WATERBODY ID 12-21-D (SEE ARCHITECTURE) 2 17 WETLAND BUFFER TO MATCH EXISTING CONSERVATION EASEMENT BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING 30.6'BITUMINOUS FLUSH WITH SIDEWALK ADA PARKING SIGN/ BOLLARD COMBO (2) TYP-SEE DETAIL DELINEATED WETLAND BOUNDARY BY OTHERS WETLAND BUFFER SIGN-TYP. (6) 3 0 . 8 '15.0'1 5 . 0 ' 15' BUFFER SETBACK 10.0' 15.0' SNOW STORAGE AREA BICYCLE PARKING (10) TYP-SEE DETAIL N SCALE IN FEET 0 30 60 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 56092 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/Registered Professional Engineer under the laws of the State of Minnesota Zachary H. Webber - PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 SITE PLAN SOUTH 221.CS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CIVIL SITE GROUP, DATED 09/19/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 NOTE: SEE PAVEMENT SECTIONS ON SHEET 250.CD FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT MILL & OVERLAY EXISTING PARKING LOT AND DRIVE GRAVEL AREA PAVERS - 2' x 3' ESTATE PAVERS BY WAUSAU TILE COLOR TO BE HRT-38 OR EQUAL PAVEMENT TYPES LOOSE LAID NATURAL FLAG STONE (LM-04) COLOR: VIRGINIA SLATE B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) NOTE: SEE CURB & GUTTER DETAILS ON SHEET 250.CD. SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) CURB TYPES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED OCTOBER 19, 2023 FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES CURRENT ZONING: I-2 INDUSTRIAL PARK PROPOSED ZONING: I-2 INDUSTRIAL PARK PROPERTY AREA: 22.612 ± AC EXISTING IMPERVIOUS AREA:14.516 AC (64.2%) EXISTING PERVIOUS AREA:8.096 AC (35.8%) PROPOSED IMPERVIOUS AREA:14.496 AC (64.1%) PROPOSED PERVIOUS AREA:8.116 AC (35.9%) EXISTING IMPERVIOUS AREA DISTURBED: 3.323 ± AC (22.9%)* *PERCENTAGE DISTURBANCE OF EXISTING IMPERVIOUS EXISTING BUILDING AREA:4.396 AC PROPOSED BUILDING AREA:1.409 AC TOTAL BUILDING AREA:5.805 AC PROPOSED 1ST FLOOR AREA:60,388 SF PROPOSED 2ND FLOOR AREA:35,940 SF FAR:0.473 BAR:0.256 PROPOSED BUILDING HEIGHT:40' 7" EXISTING PAVEMENT AREA:10.120 AC TOTAL PAVEMENT AREA:8.691 AC TOTAL PARKING LOT AREA:5.710 AC TOTAL PARKING LOT ISLAND AREA:0.423 AC (7.4%) SITE DATA YARD (BUILDING) SETBACKS: FRONT 50 FT MINIMUM SIDE 20 FT MINIMUM REAR 25 FT MINIMUM OFF-STREET PARKING SETBACKS: FRONT 35 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 24 FT EXISTING PARKING = 905 STALLS PARKING REMOVED =-257 STALLS PROPOSED PARKING = 7 STALLS TOTAL PARKING PROVIDED = 655 STALLS TOTAL PARKING INCLUDING ACCESSIBLE PARKING =669 STALLS EXISTING ACCESSIBLE PARKING:19 STALLS REMOVED ACCESSIBLE PARKING: -16 STALLS PROPOSED ACCESSIBLE PARKING: 11 STALLS TOTAL ACCESSIBLE PARKING PROVIDED 14 STALLS REQUIRED ACCESSIBLE PARKING:13.1 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING CITY WATERBODY ID 12-21-A DELINEATED WETLAND LENGTH = 1,137 FEET MODERATE QUALITY WETLAND PER APPROVED MnRAM 40 FOOT MINIMUM AVERAGE BUFFER WIDTH (WITH NO AREA LESS THAN 20 FEET) REQUIRED BUFFER AREA = 1,137 FT x 40 FT = 45,480 SF BUFFER AREA WITHIN THE PROPERTY & CONSERVATION EASEMENT = 40,099 SF THE REMAINING BUFFER AREA OF 5,381 SF WILL BE ON ADJACENT PROPERTIES WETLAND BUFFER DATA Utility C a b i n e t 70TH ST W (A Public R/W) PID: 1211622210011 Address: 7075 Flying Cloud Drive Retaining Landscaping Landscaping PID: 1211622210013Address: UnassignedOwner: Metropolitan CouncilBituminous Parking Lot Bituminous Parking Lot AccessRetaining Wall Concrete Retaining Wall Landscaping T r e e L i n e Retaining Wall PID: 1211622210011 Address: 7075 Flying Cloud Drive Two Story Brick and Concrete Panel Building Foundation Area = 190,466 SQ. FT. +/- Access PROPOSED BUILDING ADDITION FFE=972.00 NOPARKING NOPARKINGNOPARKING NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGCONCRETE SIDEWALK TYP-SEE DETAIL MAIN ENTRY (TYP.) LOADING ZONE SECURED EMPLOYEE ENTRY WITH KEY CARD ACCESS GATE COORDINATE WITH OWNER SECURITY FLAG POLES (3) (SEE ARCHITECTURE) 21 10 9 9999 18 18 18 18 18 27 20 20 20 20 17 2 17 (8) SECURITY BOLLARDS (SEE DETAIL) ARCHITECTURAL SCREEN WALL (SEE ARCH)(TYP.) EMPLOYEE SEATING AND DECORATIVE PAVEMENT MECHANICAL YARD 15 CONCRETE BOLLARDS (3) TYP-SEE DETAIL CROSSWALK TYP-SEE DETAIL LANDSCAPE BED (SEE LANDSCAPE) PRECAST SEATWALL TYP-SEE DETAIL 17 COLOR CONCRETE SIDEWALK TYP-SEE DETAIL COLOR CONCRETE SIDEWALK TYP-SEE DETAIL COLOR CONCRETE SIDEWALK TYP-SEE DETAIL 19 24.6'18.0'10.7' 5.0'25.5'METAL STAIR COORDINATE ARCHITECTURAL PLANS CONCRETE STOOP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS 24.5' CONCRETE STOOP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS PRECAST SEAT WALLTYP-SEE DETAIL TYPICAL ADA PARKING STALLS SEE DETAIL ADA PARKING SIGN/ BOLLARD COMBO (9) TYP-SEE DETAIL 9.0'TYP9.0'TYP9.0'TYP24.7'9.0'TYP12.5' 13.6' 3.5' MATCH EXISTING CURB & GUTTER-TYP B612 CURB & GUTTER TYP-SEE DETAIL BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING B612 CURB & GUTTER TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER-TYP CONCRETE SIDEWALK TYP-SEE DETAIL8.0'ISLANDS WITH TREES & B612 CURB & GUTTER TYP-SEE DETAIL BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING ADA PARKING SIGN/ BOLLARD COMBO (2) TYP-SEE DETAIL TYPICAL ADA PARKING STALLS SEE DETAIL 9.0'TYP9.0'TYPB612 CURB & GUTTER CONCRETE STOOP COORDINATE WITH ARCHITECTURAL & STRUCTURAL PLANS BENCH (SEE LANDSCAPE DETAIL) ARCHITECTURAL SCREEN WALL (SEE ARCH)(TYP.) LOOSE LAID STONE (SEE DETAIL) BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING RECYCLING COMPACTOR (SEE ARCH) TRASH COMPACTOR (SEE ARCH) RECYCLING COMPACTOR (SEE ARCH) TRASH COMPACTOR (SEE ARCH) BITUMINOUS FLUSH WITH SIDEWALK 6' TRANSITION TO INTEGRAL CURB BITUMINOUS FLUSH WITH SIDEWALK ADA PARKING SIGN/ BOLLARD COMBO (2) TYP-SEE DETAIL EV CHARGING STATION-TYP SNOW STORAGE AREA 7.0' BICYCLE PARKING (10) TYP-SEE DETAIL N SCALE IN FEET 0 30 60 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 56092 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/Registered Professional Engineer under the laws of the State of Minnesota Zachary H. Webber - PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 SITE PLAN EAST 223.CS NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CIVIL SITE GROUP, DATED 09/19/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 NOTE: SEE PAVEMENT SECTIONS ON SHEET 250.CD FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT MILL & OVERLAY EXISTING PARKING LOT AND DRIVE GRAVEL AREA PAVERS - 2' x 3' ESTATE PAVERS BY WAUSAU TILE COLOR TO BE HRT-38 OR EQUAL PAVEMENT TYPES LOOSE LAID NATURAL FLAG STONE (LM-04) COLOR: VIRGINIA SLATE B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) NOTE: SEE CURB & GUTTER DETAILS ON SHEET 250.CD. SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) CURB TYPES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED OCTOBER 19, 2023 FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES CURRENT ZONING: I-2 INDUSTRIAL PARK PROPOSED ZONING: I-2 INDUSTRIAL PARK PROPERTY AREA: 22.612 ± AC EXISTING IMPERVIOUS AREA:14.516 AC (64.2%) EXISTING PERVIOUS AREA:8.096 AC (35.8%) PROPOSED IMPERVIOUS AREA:14.496 AC (64.1%) PROPOSED PERVIOUS AREA:8.116 AC (35.9%) EXISTING IMPERVIOUS AREA DISTURBED: 3.323 ± AC (22.9%)* *PERCENTAGE DISTURBANCE OF EXISTING IMPERVIOUS EXISTING BUILDING AREA:4.396 AC PROPOSED BUILDING AREA:1.409 AC TOTAL BUILDING AREA:5.805 AC PROPOSED 1ST FLOOR AREA:60,388 SF PROPOSED 2ND FLOOR AREA:35,940 SF FAR:0.473 BAR:0.256 PROPOSED BUILDING HEIGHT:40' 7" EXISTING PAVEMENT AREA:10.120 AC TOTAL PAVEMENT AREA:8.691 AC TOTAL PARKING LOT AREA:5.710 AC TOTAL PARKING LOT ISLAND AREA:0.423 AC (7.4%) SITE DATA YARD (BUILDING) SETBACKS: FRONT 50 FT MINIMUM SIDE 20 FT MINIMUM REAR 25 FT MINIMUM OFF-STREET PARKING SETBACKS: FRONT 35 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 24 FT EXISTING PARKING = 905 STALLS PARKING REMOVED =-257 STALLS PROPOSED PARKING = 7 STALLS TOTAL PARKING PROVIDED = 655 STALLS TOTAL PARKING INCLUDING ACCESSIBLE PARKING =669 STALLS EXISTING ACCESSIBLE PARKING:19 STALLS REMOVED ACCESSIBLE PARKING: -16 STALLS PROPOSED ACCESSIBLE PARKING: 11 STALLS TOTAL ACCESSIBLE PARKING PROVIDED 14 STALLS REQUIRED ACCESSIBLE PARKING:13.1 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING Utility C a b i n e t 21" RCP 15" RCP (Rec)12" RCP (Rec) 15" RCP (Rec)12" RCP (Rec)12" RCP (Rec)12" RCP (R e c ) 2 7 " R C P ( R e c )15" RCP (Rec)12" RCP (Rec) 24" CMP (Rec)12" PVC (Rec)12" PVC (Rec)12" PVC (Rec)21" RCP (Rec)6" PVC (Rec)15" RCP (Rec)18" RCP (Rec) 15" RCP (Rec) 21" RCP (Rec) 18" RCP (Rec) 18 " R C P ( R e c ) 15" RCP (Rec) 12" RCP (Rec) 12" R C P ( R e c )6" PVC ( Re c)6" PVC (Rec)70TH ST W (A Public R/W)FLYING CLOUD DR(A Public R/W)FLY I N G C L O U D D R (A P u b l i c R / W ) (Wid t h V a r i e s ) Pond Pond Retaining Wall Wetland Delineated By Others PID: 1211622210011 Address: 7075 Flying Cloud Drive Retaining Wall Retaining Wall Concrete Pad Concrete Pad Concrete Sidewalk Landscaping Landscaping Landscaping Concrete Pad Bitumi n o u s Si d e w al k Bituminous Side walkBituminous SidewalkBituminous SidewalkAccess AccessConcrete PadConcrete Pad Median Concrete PadConcrete Pad Concrete Pad PID: 1 2 1 1 6 2 2 2 1 0 0 1 2 Address: U nassi g n ed Own er: Golde n Tri a n gle St ati o n L L C Bituminous Sidewalk PID: 1211622210013Address: UnassignedOwner: Metropolitan CouncilBituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot AccessBituminous Sidewalk Retaining Wall Concrete Retaining Wall Concrete PadLandscaping Concrete Sidewalk Paver s Retaining Wall Bitu m i n o u s S i d e w a l k Bi t um i n o u s S i d e w a l k Pavers Rip-Rap T r e e L i n e Tree Line Retaining Wall [10] Drainage and Utility Easement Per Plat [10] Drainage and Utility Easement Per Plat [10] Drainage and Utility Easement Per Plat [13] Conservation Easement Per Document No. 4473925. [10] Drainage and Utility Easement Per Plat [18] Tr a n sp ortati o n E a s e me nt Per D o c u me nt No. T 0 55 3 6 5 9 6 [20] Ar ea des cri b ed i n Lis P e n d e ns Per D o c u me nt No. T 0 57 4 2 2 5 3 [21]Te m p or ar y C o nstr ucti o n E as e m e nt Per Doc u m e nt N o. T 0 57 4 6 3 5 8 (Exp. Dec. 2 0 2 3) [21] T e m p or ar y C o n str ucti o n E ase m e nt P er Docu me nt No. T 0 5 7 4 6 3 5 8( Exp. Dec. 20 2 3)[18] Transportation EasementPer Document No. T05536596[20] Area described in Lis PendensPer Document No. T05742253[21]Temporary Construction Easement Per Document No. T05746358 (Exp. Dec. 2023) [10] Drainage and Utility Easement Per Plat [10] Drainage and Utility Easement Per Plat [21]Temporary Construction Easement Per Document No. T05746358 (Exp. Dec. 2023) Retaining Wall [10] Drainage and Utility Easement Per Plat Edge of Water PID: 1211622210011 Address: 7075 Flying Cloud Drive Two Story Brick and Concrete Panel Building Foundation Area = 190,466 SQ. FT. +/-[A] Chain Link FenceCrosses Property Line8" D I P ( R e c )8" DIP (Rec)8" D I P ( R e c )8" DIP(Rec)8" DIP (Rec) 8" DIP (Rec) 8" DIP (Rec)8" DIP (Rec)8" DIP (Rec)8" DIP (Rec)8" D I P ( R e c )8" DIP (Rec)8 " D I P ( R e c ) [10] Drainage and Utility Easement Per Plat24" RCP ( Rec) 24" RCP (Rec)24" RCP (Rec) 24" RCP (Rec) 21" RCP (Rec)21" RCP (Rec)21" RCP Access PROPOSED BUILDING ADDITION FFE=972.00 NOPARK ING NOPARK ING NOPARK ING NOPARK ING 8658 6 68678678 6 8 86886 5 86 6 870867868869871866NOPARKING 8888888888888888 8WET SEDIMENTATION BASIN WITH FILTRATION TRENCH (CITY WATERBODY ID 12-21-E) NWL=853.50 HWL=858.52 BTM=848.00 EOF=858.50 850855848849851852853854856857858858859859850 855 848 849 851852853 854856857 857 858 858 859 859 850 855 848849 851852853854856857858859 NOPARKINGNOPARKIN G NOPARKING 8 8 8888888708698718870 866 867868869 871 CITY WATERBODY ID 12-21-C NWL=853.00± HWL=853.66± (EX. HWL=855.82±) CITY WATERBODY ID 12-21-A CITY WATERBODY ID 12-21-D SB-102SB-101 SB-105 SB-104SB-103 SB-106 SB-107 SB-108 SB-109 SB-110 SB-111 SB-112 SB-113 SB-114 SB-116 SB-115 N SCALE IN FEET 0 50 100 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 56092 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/Registered Professional Engineer under the laws of the State of Minnesota Zachary H. Webber - PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 GRADING PLAN OVERALL 230.CG NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CIVIL SITE GROUP, DATED 09/19/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT (REPORT B2305879), DATED OCTOBER 19, 2023 AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.EXISTING SOILS ARE ASSUMED TO BE COARSE-GRAINED SOILS (GW, GP, GM, GC, SW, SP, SM, SC) PER THE UNIFIED SOIL CLASSIFICATION. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS DIFFER FROM ASSUMED SOIL CONDITIONS. 8.GRADING, INCLUDING BUT NOT LIMITED TO EXCAVATION AND BACKFILL, OF THE INFILTRATION AREA(S) SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. NO WHEELED MACHINES SHALL BE USED. 9.SOIL BENEATH THE INFILTRATION AREA(S) SHALL BE RIPPED WITH A TOOTHED BUCKET TO REMOVE SOIL INTERFACE PRIOR TO BACKFILL. 10.A FLOOD TEST OR DOUBLE RING INFILTROMETER TEST SHALL BE COMPLETED FOR THE INFILTRATION SYSTEM TO VERIFY INFILTRATION RATES ARE WITHIN THE ACCEPTABLE RANGE OF X.X IN/HR TO X.X IN/HR. 11.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 12.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 13.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 14.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 15.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 16.DUST MUST BE ADEQUATELY CONTROLLED. 17.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 18.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 19.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 20.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 21.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 22.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 23.PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. 24.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING, DRAINAGE & EROSION CONTROL NOTES Utility C a b i n e t 21" RCP 15" RCP (Rec)12" RCP (Rec) 15" RCP (Rec)12" RCP (Rec)12" RCP (Rec)12" RCP (R e c )12" RCP (Rec)2 7 " R C P ( R e c )15" RCP (Rec)12" RCP (Rec) 24" CMP (Rec)12" PVC (Rec)12" PVC (Rec)12" PVC (Rec)21" RCP (Rec)6" PVC (Rec)15" RCP (Rec)18" RCP (Rec) 15" RCP (Rec) 21" RCP (Rec) 18" RCP (Rec) 18 " R C P ( R e c ) 15" RCP (Rec) 12" RCP (Rec) 12" R C P ( R e c ) 6" PV C ( Rec)6" PVC (Rec)70TH ST W (A Public R/W)FLYING CLOUD DR(A Public R/W)FLY I N G C L O U D D R (A P u b l i c R / W ) (Wid t h V a r i e s ) Pond Pond Retaining Wall Wetland Delineated By Others PID: 1211622210011 Address: 7075 Flying Cloud Drive Retaining Wall Retaining Wall Concrete Pad Concrete Pad Concrete Sidewalk Landscaping Landscaping Landscaping Concrete Pad Bitumi n o u s Si d e w al k Bituminous SidewalkBituminous SidewalkBituminous SidewalkAccess AccessConcrete PadConcrete Pad Median Concrete PadConcrete Pad Concrete Pad PID: 12 1 1 6 2 2 2 1 0 0 1 2 Addr es s: U n as si g n e d Own er: G ol d e n Triangle St ati o n LL C Bituminous Sidewalk PID: 1211622210013Address: UnassignedOwner: Metropolitan CouncilBituminous Parking Lot Bituminous Parking Lot Bituminous Parking Lot AccessBituminous Sidewalk Retaining Wall Concrete Retaining Wall Concrete PadLandscaping Concrete Sidewalk Pavers Retaining Wall Bitu m i n o u s S i d e w a l k Bi t um i n o u s S i d e w a l k Pavers Rip-Rap T r e e L i n e Tree Line Retaining Wall [10] Drainage and Utility Easement Per Plat [10] Drainage and Utility Easement Per Plat [10] Drainage and Utility Easement Per Plat [13] Conservation Easement Per Document No. 4473925. [10] Drainage and Utility Easement Per Plat [18] Tra ns port ati o n E as e m ent Per D oc u m e nt N o. T 0 5 5 3 6 5 96 [20] Ar e a d escri b e d i n Lis Pe n d e ns Per D oc u m e nt N o. T 0 5 7 4 2 2 53 [21]T e mporar y C o n str uction E a se m e nt Per D oc u m e nt N o. T 0 5 7 4 6 3 5 8 (Exp. D ec. 2 0 2 3)[21]T e m p or ary Constr ucti o n Ea s e m e nt P er Docu m e nt N o. T 0 5 746 3 5 8( E x p. D ec. 2 0 2 3)[18] Transportation EasementPer Document No. T05536596[20] Area described in Lis PendensPer Document No. T05742253[21]Temporary Construction Easement Per Document No. T05746358 (Exp. Dec. 2023) [10] Drainage and Utility Easement Per Plat [10] Drainage and Utility Easement Per Plat [21]Temporary Construction Easement Per Document No. T05746358 (Exp. Dec. 2023) Retaining Wall [10] Drainage and Utility Easement Per Plat Edge of Water PID: 1211622210011 Address: 7075 Flying Cloud Drive Two Story Brick and Concrete Panel Building Foundation Area = 190,466 SQ. FT. +/-[A] Chain Link FenceCrosses Property Line8" D I P ( R e c )8" DIP (Rec)8" D I P ( R e c )8" DIP(Rec)8" DIP (Rec) 8" DIP (Rec) 8" DIP (Rec)8" DIP (Rec)8" DIP (Rec)8" DIP (Rec)8" D I P ( R e c )8" DIP (Rec)8 " D I P ( R e c ) [10] Drainage and Utility Easement Per Plat24" R C P ( R ec) 24" RCP (Rec)24" RCP (Rec) 24" RCP (Rec) 21" RCP (Rec)21" RCP (Rec)21" RCP (Rec)21" RCP Access PROPOSED BUILDING ADDITION FFE=972.00 NOPARK ING NOPARK ING NOPARK ING NOPARK INGNOPARKING88 88888888888888 8WET SEDIMENTATION BASIN WITH FILTRATION TRENCH (CITY WATERBODY ID 12-21-E) NWL=853.50 HWL=858.52 BTM=848.00 EOF=858.50 NOPARKINGNOPARKIN G NOPARKING 8 8 8888888CITY WATERBODY ID 12-21-C NWL=853.00± HWL=853.66± (EX. HWL=855.82±) CITY WATERBODY ID 12-21-A CITY WATERBODY ID 12-21-D 44444444444444MH 1 MH 2 MH 3 MH 4 FES 100 STMH 101 CBMH 200 CBMH 201 CBMH 202 CBMH 204 CB 205 CB 206 CB 301 STMH 300 FES 400 OCS 401 FES 402 STMH 500 STMH 501 CB 502 CB 302 STMH 203 N SCALE IN FEET 0 50 100 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 56092 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/Registered Professional Engineer under the laws of the State of Minnesota Zachary H. Webber - PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 UTILITY PLAN OVERALL 240.CU NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CIVIL SITE GROUP, DATED 09/19/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 SYMBOLS LEGEND - EXTERIOR ELEVATION GLASS SPANDREL PANEL EXISTINGBUILDING 11/10/2021CURTAIN WALL TAGSTOREFRONT TAGWINDOW TAGLOUVER TAG CW#SF# CONSTRUCTION LIMITS MATCH LINEZONE 1 ZONE 2 L#W# OUTSIDE LIMITS WITHIN LIMITS PRECAST CONCRETE -APC1 METAL PANEL - MP1 METAL PANEL - MP2 METAL PANEL ACCENT - MP3 PRECAST CONCRETE - APC1 RECESS 1 1/2" PERFORATED SCREEN WALL - MP4 PRECAST CONCRETE - PRESTRESSED PANEL PRECAST CONCRETE - APC2 PRECAST CONCRETE - APC2 RECESS 1 1/2" PERFORATED SCREEN WALL - MP5 PERFORATED SCREEN WALL - MP6 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" AA.5BB.5CC.5D D.5 E E.5 F F.5 G G.51D 530 2H 5434H 542 3H 542 2H 542 CW8CW8CW8CW8 CW5CW5CW5CW5CW5CW5CW5CW5CW5CW5CW5CW5CW5CW5 CW28 CW6 CW7 CW8 CW5 6H 542 EE09EE09EE09EE09EE09CW1 CW2CW3 CW4CW5CW5CW5CW5CW5 4H 561 CW8 AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY 7"AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY7"FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" 1234567 1G 530 1H 542 CW8CW8CW8 CW12CW12CW12CW12CW12CW12CW12CW12 CW9 CW12CW12 CW31 CW11 CW10 1-137 VESTIBULE 1-138 PEDESTRIANWALKWAYEE01 EE01MECHANICAL EQUIPMENT NOT SHOWN FOR CLARITY FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" BBABB.5A.5BB.5 C ROOF - HIGH138'-0"A-N CW12CW12CW12CW12CW12CW12CW12 CW30CW8CW8CW8CW8EE01EE11EE11 CW14 CW14 CW14CW29 CW32 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" BBABB.5A.5BB.5CA-N PNT1 EE02 EE09 EE09MECHANICAL EQUIPMENT NOT SHOWN FOR CLARITY 5101E 510 510 510 3D 1H 3G 511 1F 512 1H 512 1B 5131H 511 1B 511 1D 5114D 512 1F 513 6B 513 1B 5121D 5131F 5131D 514 1B 5142D 514 1D 514 3D511 1H 514 6F5141F FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" 12345 6 5H 543 CW8 CW5CW5CW5CW5 CW27CW8 EE11 PNT1 Terri Ulrick A B C D E F G H 1234 5 6 7 H G F E D 7654321 Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONC B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102380 St. Peter Street, Ste. 600 bwbr.com Keyplan PROJECT REMEDIUM Name Date Lic./Reg. No.48792 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTINGBUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITIONALDEVRON CONFIDENTIAL11/10/2023 11:04:07 AMMCO EXTERIOR ELEVATIONS 511 P.2200430.00 10/10/2023 REV NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH DRAWING KEYNOTES - EXTERIOR ELEVATION EE01 PREFINISHED METAL COPING IN CUSTOM COLOR TO MATCH MP1 EE02 PAINT PNT# EE03 PRECAST INFILL TO MATCH EXISTING EE05 PANEL JOINT, TYPICAL EE06 PANEL REVEAL, TYPICAL EE08 LIGHT FIXTURE, SEE ELECTRICAL EE09 MECHANICAL EQUIPMENT, SEE MECHANICAL EE10 SCUPPER AND DOWNSPOUT WITH CONCRETE SPLASH BLOCK EE11 OVERFLOW SCUPPER EE13 FIRE DEPARTMENT CONNECTION, SEE MECHANICAL EE15 RAILING, PAINT PNT# 1/8" = 1'-0"511 1FEXTERIOR ELEVATION - OFFICE - WEST (ZONE 3 AND ZONE 6) 1/8" = 1'-0"511 1BEXTERIOR ELEVATION - NORTH (ZONE 3) 1/8" = 1'-0"511 4DEXTERIOR ELEVATION - COURTYARD- WEST (ZONE 3) 1/8" = 1'-0"511 1DEXTERIOR ELEVATION - COURTYARD - EAST (ZONE 4) EXTERIOR ELEVATIONS KEYPLAN 1/8" = 1'-0"511 1HEXTERIOR ELEVATION - SOUTH (ZONE 6) DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 FIRST LEVEL100'-0" SECOND LEVEL112'-8" SECOND LEVEL - HIGH122'-0" ROOF - HIGH138'-0" 1H 530 A-KA-GA-HA-J A-L A-NA-F A-MA-F.9 A-L.5A-G.5 4H 541 TYPICAL PANEL 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-1 7/8" CW1316'-0"22'-0"EE01EE01EE01EE06EE06EE06EE06EE06 CW20 CW14CW14CW14CW14CW14CW14CW14CW14CW14CW14 CW16CW16CW16CW16CW16CW16 CW17CW17CW17CW17CW17CW17CW17CW17 CW26 EE05EE05EE05EE05EE05 6H 541 EE09 CW14CW14CW14 CW21 CW17 CW16 CW14 7"AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" 7 ROOF - HIGH138'-0" A-15H 541 A-6A-2A-3 A-4 A-5 A-5.8A-5.3 TYPICAL PANEL 10'-0" TYPICAL PANEL 10'-0" TYPICAL PANEL 10'-0" TYPICAL PANEL 10'-0" PANEL 10'-0" PANEL 10'-0" TYPICAL PANEL 10'-0" PANEL 10'-0" PANEL 10'-0" TYPICAL PANEL 10'-0" PANEL 5'-7 3/8" PANEL 10'-0" PANEL 10'-0" PANEL 7'-0 5/8"EE02EE01EE05 EE05 EE06 EE05 EE06EE01 EE01EE01CW1812'-0"4'-0"9'-4"12'-8"CW19 CW14CW14CW14 CW15CW16CW16 CW17CW17CW17CW17CW17CW17CW17 CW16 CW14 CW14 10'-1 1/2" PANEL 10'-0" EE02EE02 CW17 CW14 FIRST LEVEL100'-0" SECOND LEVEL - HIGH122'-0" 10 ROOF - HIGH138'-0" A-1A-7 2H 541 A-8A-6 A-2A-3A-4A-5A-5.8A-5.3 PERFORATED METAL PANEL MECHANICAL SCREEN WALL EE05 EE06 EE05 EE06 EE05 EE06 EE06EE02EE02 7'-11 7/8"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"4'-11 1/8"4'-0"22'-0"16'-0"EE13EQEQ EE05 EE06 1H 541 ELECTRICAL EQUIPMENT, SEE ELECTRICAL CW14CW14CW14CW14CW14CW14CW14 CW16 CW16 CW16 CW16 CW16 4'-1"AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLYAVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY4'-1"5B 5635'-0"5'-6"EQEQ FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" ROOF - HIGH138'-0" A-B A-C A-D A-EA-A 4'-11 1/4" TYPICAL PANEL 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" TYPICAL PANEL 20'-0"1'-8"16'-0"22'-0"EE01EE06EE06 EE02PERFORATED METAL PANEL MECHANICAL SCREEN WALL CW14CW14CW14 CW16 CW16 CW26 CW17 3H 541 16'-0"22'-0"EE05EE05 EE06 EE05 CW16 CW14CW14 EQEQ17'-6" CL CL5'-6" CL 6'-9"CL CUSTOM METAL LOGO METAL SIGNAGE 45'-11 5/8"1 543 CW21 AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY 7"5101E 510 510 510 3D 1H 3G 511 1F 512 1H 512 1B 5131H 514 3D 511 1B 511 1D 5114D 512 1F 513 6B 513 1B 5121D 5131F 5131D 514 1B 5142D 514 1D 511 1H 514 6F 512 4D 514 1F FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" FFFF.5 ROOF - HIGH138'-0" PNT3 PNT1EE01EE02 EE15EE15PNT2EE01EE09EE09EE09EE09 CO2 TANK SHOWN DASHED FOR CLARITYEE08 Terri Ulrick A B C D E F G H 1234 5 6 7 H G F E D 7654321 Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONC B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102380 St. Peter Street, Ste. 600 bwbr.com Keyplan PROJECT REMEDIUM Name Date Lic./Reg. No.48792 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTINGBUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTINGBUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTINGBUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTINGBUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITIONALDEVRON CONFIDENTIAL11/10/2023 11:04:25 AMMCO EXTERIOR ELEVATIONS 512 P.2200430.00 10/10/2023 1/8" = 1'-0"512 1FEXTERIOR ELEVATION - ADDITION- SW (ZONE 10) 1/8" = 1'-0"512 1HEXTERIOR ELEVATION - ADDITION - SOUTH (ZONE 10) 1/8" = 1'-0"512 1BEXTERIOR ELEVATION - ADDITION - NORTH (ZONE 9) 1/8" = 1'-0"512 4DEXTERIOR ELEVATION - ADDITION - NW (ZONE 9) EXTERIOR ELEVATIONS KEYPLAN 1/8" = 1'-0"512 1DEXTERIOR ELEVATION - EAST (ZONE 2) DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" FF PNT2EE01 EE155B 563 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" 9101112131415 A-8 CW22 CW22EE01 12'-8"13'-4"PNT3PNT1 PNT2 EE02EE02EE02EE02EE02EE02EE02EE02EE02EE02EE02EE02EE02 EE151H 544 CO2 TANK SHOWN DASHED FOR CLARITY SEE MECHANICAL PNT1PNT2 PNT1 COMPACTORS, OFOICOMPACTORS, OFOIEXISTING STAIR EE03EE03 EE03 AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY 4'-1"AVERAGE GRADE LINE 6'-0" AWAY FROM BUILDING, FOR REFERENCE ONLY4'-1"FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" C.5DD.5EE.5FF.5GG.5HH.5JJ.5K 13'-4"12'-8"2H 544 PNT3 PNT1PNT1 PNT2 PNT3 EE02EE01EE02EE01FOR CONTINUATION SEE 1F/513 CW22CW22CW22CW22CW22CW22 CW23CW23CW23CW23CW23CW23 4H 561 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" DD EECCBBACC.5BB.5A.5BB.5CC.5 EE.5DD.5 ROOF - HIGH138'-0" A-K A-JA-LA-N A-M A-L.5 EE02EE01 EE10EE01 13'-4"12'-8"1'-8"16'-0"22'-0"EE09EE09EE09EE09 EE08 EE10EE10 PNT2 PNT1 PNT3 EE02 PNT1 PNT2 EE03EE03EE03 EE03EE03EE03EE03 FOR CONTINUATION SEE 1D/513 FIRST LEVEL100'-0" SECOND LEVEL112'-8" SECOND LEVEL - HIGH122'-0" FF ROOF - HIGH138'-0" A-BA-CA-DA-EA-G A-AA-FA-F.9 6'-6 1/4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" PANEL 10'-0" PANEL 10'-0" PANEL 10'-0"1'-1 7/8"EE01EE06 EE05 EE06 EE05 EE06 EE0516'-0"9'-4"12'-8"ELECTRICAL EQUIPMENT NOT SHOWN FOR CLARITY EE02 EE11PERFORATED METAL PANEL MECHANICAL SCREEN WALL EE08EE08EE08EE08PRECAST PANELS BELOW GRADE PRECAST PANEL DIMENSIONSEE01 5101E 510 510 510 3D 1H 3G 511 1F 512 1H 512 1B 5131H 514 3D 511 1B 511 1D 5114D 512 1F 513 6B 513 1B 5121D 5131F 5131D 514 1B 5142D 514 1D 511 1H 514 6F5141F Terri Ulrick A B C D E F G H 1234 5 6 7 H G F E D 7654321 Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONC B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102380 St. Peter Street, Ste. 600 bwbr.com Keyplan PROJECT REMEDIUM Name Date Lic./Reg. No.48792 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTINGBUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTINGBUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTINGBUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTINGBUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTINGBUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITIONALDEVRON CONFIDENTIAL11/10/2023 11:04:50 AMMCO EXTERIOR ELEVATIONS 513 P.2200430.00 10/10/2023 1/8" = 1'-0"513 6B EXTERIOR ELEVATION - RECEIVING - WEST (ZONE 2) 1/8" = 1'-0"513 1BEXTERIOR ELEVATION - RECEIVING - NORTH (ZONE 1 AND ZONE 2) 1/8" = 1'-0"513 1DEXTERIOR ELEVATION - EAST (ZONE 5 AND ZONE 8) 1/8" = 1'-0"513 1FEXTERIOR ELEVATION - EAST (ZONE 2 AND ZONE 5) 1/8" = 1'-0"513 1HEXTERIOR ELEVATION - ADDITION - EAST (ZONE 9)EXTERIOR ELEVATIONS KEYPLAN DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" 678910 11 12 13 14 15 1B 530 CW22CW22CW22CW22CW22CW22CW22CW22CW22 CW22CW22CW22CW22 CW22 CW22 CW22 CW22 CW22 CW22 CW22 EE02 EE08EE02EE08 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" 12345 6 SEE FOR MORE INFORMATION1H/511 SEGEMENTALLY CURVED CURTAINWALL EXISTING LADDER TO REMAIN EE01EE01EE09EE09EE09EE09EE09EE09EE15PNT1 PNT1PNT1 - ANGLED WALL CW24 CW26 CW5CW5CW5CW5 CW27CW8 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" CW25EE01 EE09EE09EE09PNT1 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" 23 PNT1EE09 FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" GG.5HH.5JJ.5K 1F 530EE09 EE09EXISTING LADDER TO REMAIN EE01PNT1 PNT3 EE155101E 510 510 510 3D 1H 3G 511 1F 512 1H 512 1B 5131H 514 3D 511 1B 511 1D 5114D 512 1F 513 6B 513 1B 5121D 5131F 5131D 514 1B 5142D 514 1D 511 1H 514 6F5141F FIRST LEVEL100'-0" SECOND LEVEL112'-8" ROOF126'-0" SECOND LEVEL - HIGH122'-0" GG.5HH.5JJ.5 K EE15EE09EE09EE09EE09EE09EE09EE09SEGEMENTALLY CURVED CURTAINWALL INFILL TO MATCH ADJACENT MATERIALEE01EE01SEE FOR MORE INFORMATION3D/514 CW26 CW28 Terri Ulrick A B C D E F G H 1234 5 6 7 H G F E D 7654321 Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONC B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102380 St. Peter Street, Ste. 600 bwbr.com Keyplan PROJECT REMEDIUM Name Date Lic./Reg. No.48792 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTINGBUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTINGBUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITIONALDEVRON CONFIDENTIAL11/10/2023 11:05:07 AMMCO EXTERIOR ELEVATIONS 514 P.2200430.00 10/10/2023 1/8" = 1'-0"514 1BEXTERIOR ELEVATION - SOUTH (ZONE 7 AND ZONE 8) 1/8" = 1'-0"514 1DEXTERIOR ELEVATION - CAFETERIA - SOUTH (ZONE 6) 1/8" = 1'-0"514 2D EXTERIOR ELEVATION - CAFETERIA - SOUTHWEST (ZONE 6) 1/8" = 1'-0"514 6F EXTERIOR ELEVATION - NORTH (ZONE 6) 1/8" = 1'-0"514 3DEXTERIOR ELEVATION - WEST ENTRANCE (ZONE 6) 1/8" = 1'-0"514 1FEXTERIOR ELEVATION - WEST (ZONE 6) DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 Terri Ulrick A B C D E F G H 1234 5 6 7 H G F E D 7654321 Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.NOT FORCONSTRUCTIONC B A Issued For Consultants 651.222.3701 Saint Paul, MN 55102380 St. Peter Street, Ste. 600 bwbr.com Keyplan NORTH PROJECT REMEDIUM Name Date Lic./Reg. No.48792 I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTINGBUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTINGBUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTINGBUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTINGBUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTINGBUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTINGBUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTINGBUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTINGBUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTINGBUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 1EXISTING BUILDING ZONE 2EXISTING BUILDING ZONE 5EXISTING BUILDING ZONE 8EXISTING BUILDING ZONE 7EXISTING BUILDING ZONE 6EXISTING BUILDING ZONE 4EXISTING BUILDING ZONE 3EXISTING BUILDING ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITION ZONE 10ADDITION ZONE 9ADDITIONALDEVRON CONFIDENTIAL11/10/2023 11:05:11 AMMCO EXTERIOR ELEVATIONRENDERINGS 515 P.2200430.00 10/10/2023 MAIN ENTRY NORTHWEST VIEW SOUTHEAST VIEW STAFF APPROACH STAFF ENTRY SOUTHWEST VIEW WEST APPROACHWEST VIEW LRT VIEW DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 112.5 31.369.9 71.559.6 522.1141.6 12.320.812.0109.515.314.4 17.13.1 19.625.3 1 0 0 . 5 539.925.9 17.960.041.420.213.51 5 . 2119.04.942.1122.3 80.157.7 279.9[A] Chain Link FenceCrosses Property LineS17°59'18"E15.71S5 4 ° 1 5 ' 3 3 " E 9. 8 6 N89°28'13"E 41.65 S00°32'43"E55.28S01°02'44"E 584.58S00°14'19"W 24.00S39°50'22"W 51.51S40°49'47"W 174.30S48° 5 7'4 1" W 323. 1 7 N 4 6 ° 4 4 ' 1 3 "W 2 5 0 . 7 6 19 0 . 9 5 Δ= 2 1 ° 2 0 ' 2 9 " R= 5 1 2 . 6 5 N68° 0 4 ' 4 2 " W 2 0 2 . 7 5 52. 3 6 Δ= 1 1 ° 1 7 ' 1 6 " R= 2 6 5 . 7 5278.60Δ=63°35'48"R=251.00N09°08'13"E 503.1610.39Δ=1°42'03"R=350.00N47° 0 2' 2 6" E 44.55 N89°05'43"E 765.32 123.25 Δ=18°20'30 " R=385.00 N70°45 ' 1 3 " E 17.57 S05°40'03"W 127.80NOPARK ING NOPARK ING NOPARKING NOPARK INGNOPARKING88 88888888888888 8NOPARKINGNOPARKIN G NOPARKING 8 8 888888844444444444444SB-102SB-101 SB-105 SB-104SB-103 SB-106 SB-107 SB-108 SB-109 SB-110 SB-111 SB-112 SB-113 SB-114 SB-116 SB-115 TREE PROTECTION FENCE (SEE DETAIL) TREE PROTECTION FENCE (SEE DETAIL) TREE PROTECTION FENCE (SEE DETAIL) N SCALE IN FEET 0 50 100 EXISTING TREES TO REMAIN EXISTING TREE REMOVED TREE SYMBOL LEGEND AND NOTES: EXISTING SIGNIFICANT / HERITAGE TREES TO REMAIN (SEE 211.TI TREE INVENTORY SCHEDULE) EXISTING SIGNIFICANT TREES REMOVED (SEE 211.TI TREE INVENTORY SCHEDULE) TREE PRESERVATION CALCULATIONS: TREES REMOVED: SIGNIFICANT TREES REMOVED: 105 CALIPER INCHES OF SIGNIFICANT TREES REMOVED 3% OF THE EXISTING TREES NON-SIGNIFICANT TREES: 79 CALIPER INCHES OF NON-SIGNIFICANT TREES REMOVED 2% OF THE EXISTING TREES TOTAL CALIPER INCHES REMOVED: 184 CALIPER INCHES OF TREES REMOVED 5% OF CALIPER INCHES REMOVED FROM THE SITE *NO HERITAGE TREES ARE TO BE REMOVED* TREES TO REMAIN: SIGNIFICANT / HERITAGES TREES TO REMAIN: 2,253 CALIPER INCHES OF SIGNIFICANT / HERITAGE TREES TO REMAIN 57% OF TREES TO REMAIN NON-SIGNIFICANT OR HERITAGE TREES: 1,516 CALIPER INCHES OF NON-SIGNIFICANT / NON-HERITAGE TREES TO REMAIN 38% OF TREES TO REMAIN TOTAL CALIPER INCHES TO REMAIN: 3,585 CALIPER INCHES TO REMAIN 95% OF CALIPER INCHES TO REMAIN REPLACEMENT CALCULATION: [(A/B) X C] X A = D A - SIGNIFICANT CALIPER INCHES REMOVED = 105 CALIPER INCHES B - SIGNIFICANT CALIPER INCHES ON SITE = 1,979 CALIPER INCHES C - TREE REPLACEMENT CONSTANT = 0.5 D - REPLACEMENT = 2 CALIPER INCHES EXISTING TREES: 3,769 CALIPER INCHES OF EXISTING TREES 1,979 CALIPER INCHES ARE SIGNIFICANT TREES 274 CALIPER INCHES ARE HERITAGE TREES 1,516 CALIPER INCHES NON-SIGNIFICANT OR HERITAGE TREES LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 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/Registered Landscape Architect under the laws of the State of Minnesota 52050 Nathan Ekhoff - LA LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 TREE INVENTORY 260.TI4'-0"EXISTING GRADE TREE PROTECTION NOTE: INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.DRIP EDGE OF TREE2" X 4" WOOD STAKE, POSITIONED AS NOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE TO REMAIN TREE PROTECTION 1/4" = 1'-0"PROJ-22324-12 1 TREE INVENTORY SCHEDULE 4000 2 in CRAB X 4001 3 in CRAB X 4002 3 in CRAB X 4003 4 in SPR X 4004 2 in SPR X 4005 3 in CRAB X 4008 2 in CRAB X 4009 1 in CRAB X 4010 2 in SPR X 4011 11 in SPR SIGNIFICANT X 4012 14 in SPR SIGNIFICANT X 4013 9 in SPR SIGNIFICANT X 4014 3 in SPR X 4015 1 in CRAB X 4016 2 in CRAB X 4017 3 in CRAB X 4018 12 in OAK SIGNIFICANT X 4019 11 in OAK X 4020 20 in OLIVE SIGNIFICANT X 4021 15 in CRAB SIGNIFICANT X 4022 15 in CRAB SIGNIFICANT X 4023 4 in SPR X 4024 4 in SPR X 4025 4 in SPR X 4026 3 in SPR X 4027 6 in SPR X 4028 4 in SPR X 4029 12 in SPR SIGNIFICANT X 4030 18 in SPR SIGNIFICANT X 4031 15 in SPR SIGNIFICANT X 4032 10 in SPR SIGNIFICANT X 4033 15 in SPR SIGNIFICANT X 4034 15 in SPR SIGNIFICANT X 4035 18 in SPR SIGNIFICANT X 4036 18 in SPR SIGNIFICANT X 4037 16 in SPR SIGNIFICANT X 4038 10 in SPR SIGNIFICANT X 4039 2 in CRAB X 4040 2 in CRAB X 4041 7 in MAP X 4042 8 in MAP X 4043 2 in CRAB X 4044 2 in CRAB X 4045 4 in CRAB X 4046 4 in CRAB X 4047 4 in CRAB X 4048 4 in CRAB X 4049 4 in CRAB X 4050 4 in CRAB X 4051 4 in CRAB X 4052 4 in CRAB X 4053 4 in CRAB X 4054 4 in CRAB X 4055 4 in CRAB X 4056 4 in CRAB X 4057 4 in CRAB X 4058 4 in CRAB X 4059 4 in CRAB X 4060 4 in CRAB X 4061 4 in CRAB X 4062 4 in CRAB X 4063 4 in CRAB X 4064 4 in CRAB X 4065 3 in CRAB X 4066 3 in CRAB X 4067 17 in MAP SIGNIFICANT X 4068 18 in MAP SIGNIFICANT X 4069 3 in CRAB X 4070 3 in CRAB X 4071 3 in CRAB X 4072 3 in CRAB X 4073 3 in CRAB X 4074 3 in CRAB X 4075 16 in MAP SIGNIFICANT X 4076 15 in MAP SIGNIFICANT X 4077 4 in CRAB X 4078 4 in CRAB X 4079 3 in CRAB X 4080 3 in CRAB X 4081 4 in CRAB X 4082 4 in MAP X 4083 4 in MAP X 4084 4 in CRAB X 4085 4 in CRAB X 4086 4 in CRAB X 4087 4 in CRAB X 4088 4 in CRAB X 4089 4 in MAP X 4090 4 in MAP X 4091 8 in LOC X 4092 7 in LOC X 4093 4 in MAP X 4094 4 in MAP X 4095 4 in CRAB X 4096 4 in CRAB X 4097 4 in CRAB X 4098 4 in CRAB X 4099 4 in CRAB X 4100 3 in MAP X 4101 3 in MAP X 4102 18 in MAP SIGNIFICANT X 4103 18 in MAP SIGNIFICANT X 4104 16 in SPR SIGNIFICANT X 4105 14 in SPR SIGNIFICANT X 4106 24 in MAP SIGNIFICANT X 4107 2 in ELM X 4108 20 in SPR SIGNIFICANT X 4109 14 in SPR SIGNIFICANT X 4110 18 in MAP SIGNIFICANT X 4111 21 in COT X 4112 18 in COT X 4113 26 in OAK SIGNIFICANT X 4114 17 in SPR SIGNIFICANT X 4115 16 in SPR SIGNIFICANT X 4116 18 in SPR SIGNIFICANT X 4117 1.5 in CRAB X 4118 1.5 in CRAB X 4119 8 in SPR SIGNIFICANT X 4120 5 in SPR X 4121 36 in OAK HERITAGE X 4122 8 in BIR X 4123 18 in BOX X 4124 16 in COT X 4125 12 in COT X 4126 8 in ASH X 4127 9 in ASH X 4128 7 in ASH X 4129 10 in SPR SIGNIFICANT X 4130 14 in MAP SIGNIFICANT X 4131 12 in SPR SIGNIFICANT X 4132 10 in ELM X 4133 22. 5 in ASH X 4134 8 in SPR SIGNIFICANT X 4135 6 in SPR X 4136 10 in ASH X 4137 24 in OAK SIGNIFICANT X 4138 30 in OAK SIGNIFICANT X 4139 24 in OAK SIGNIFICANT X 4140 9 in MT ASH X 4141 36 in OAK HERITAGE X 4142 8 in CHE X 4143 30 in OAK SIGNIFICANT X 4144 8 in MULB X 4145 11 in BIR X 4146 15 in SPR SIGNIFICANT X 4147 14 in SPR SIGNIFICANT X 4148 7 in SPR X 4149 7 in SPR X 4150 7 in SPR X 4151 10 in CRAB X 4152 5 in CRAB X 4153 18 in ASH SIGNIFICANT X 4154 26 in OAK SIGNIFICANT X 4155 20 in OAK SIGNIFICANT X 4156 14 in SPR SIGNIFICANT X 4157 18 in SPR SIGNIFICANT X 4158 18 in SPR SIGNIFICANT X 4159 11 in SPR SIGNIFICANT X 4160 7 in CRAB X 4161 6 in CRAB X 4162 8 in CRAB X 4163 12 in CRAB SIGNIFICANT X 4164 20 in SPR SIGNIFICANT X 4165 12 in SPR SIGNIFICANT X 4166 24 in SPR HERITAGE X 4167 20 in SPR SIGNIFICANT X 4168 12 in SPR SIGNIFICANT X 4169 18 in SPR SIGNIFICANT X 4171 7 in SPR X 4172 9 in SPR SIGNIFICANT X 4173 14 in SPR SIGNIFICANT X 4174 7 in SPR X 4175 10 in SPR SIGNIFICANT X 4176 7 in OAK X 4177 7 in OAK X 4178 4 in OAK X 4179 7 in ELM X 4180 10 in WILLOW X 4185 36 in OAK HERITAGE X 4186 17 in OAK SIGNIFICANT X 4187 17 in OAK SIGNIFICANT X 4188 18 in OAK SIGNIFICANT X 4189 28 in OAK SIGNIFICANT X 4190 11 in ELM X 4191 11 in ELM X 4192 36 in OAK HERITAGE X 4193 20 in OAK SIGNIFICANT X 4194 14 in OAK SIGNIFICANT X 4195 28 in OAK SIGNIFICANT X 4196 18 in OAK SIGNIFICANT X 4197 16 in OAK SIGNIFICANT X 4198 10 in OAK X 4199 24 in OAK SIGNIFICANT X 4200 12 in OAK SIGNIFICANT X 4201 14 in OAK SIGNIFICANT X 4202 18 in OAK SIGNIFICANT X 4203 10 in OAK X 4204 18 in OAK SIGNIFICANT X 4205 13 in OAK SIGNIFICANT X 4206 14 in OAK SIGNIFICANT X 4207 11 in OAK X 4208 17 in OAK SIGNIFICANT X 4209 26 in OAK SIGNIFICANT X 4210 15 in OAK SIGNIFICANT X 4211 20 in OAK SIGNIFICANT X 4212 22 in OAK SIGNIFICANT X 4213 18 in OAK SIGNIFICANT X 4214 18 in OAK SIGNIFICANT X 4215 14 in OAK SIGNIFICANT X 4216 12 in OAK SIGNIFICANT X 4217 32 in OAK SIGNIFICANT X 4218 11 in CHE X 4219 36 in OAK HERITAGE X 4220 34 in OAK HERITAGE X 4221 22 in OAK SIGNIFICANT X 4222 16 in OAK SIGNIFICANT X 4223 12 in OAK SIGNIFICANT X 4224 17 in OAK SIGNIFICANT X 4225 12 in OAK SIGNIFICANT X 4226 12 in OAK SIGNIFICANT X 4227 14 in OAK SIGNIFICANT X 4228 13 in OAK SIGNIFICANT X 4229 9 in ELM X 4230 18 in OAK SIGNIFICANT X 4231 17 in OAK SIGNIFICANT X 4232 14 in OAK SIGNIFICANT X 4233 14 in OAK SIGNIFICANT X 4234 16 in OAK SIGNIFICANT X 4235 22 in OAK SIGNIFICANT X 4236 22 in OAK SIGNIFICANT X 4237 14 in ELM X 4238 8 in ASH X 4239 9 in CHE X 4240 24 in OAK SIGNIFICANT X 4241 30 in OAK SIGNIFICANT X 4242 24 in COT X 4243 11 in BOX X 4244 10 in BOX X 4245 14 in BOX X 4246 14 in BUCKTH X 4247 28 in BOX X 4248 22 in BOX X 4249 12 in BOX X 4250 14 in BOX X 4251 22 in BOX X 4252 36 in CHE HERITAGE X 4253 18 in ELM X 4254 18 in WILLOW X 4255 20 in WILLOW X 4256 9 in ASH X 4257 15 in WILLOW X 4258 14 in WILLOW X 4259 14 in WILLOW X 4260 9 in MULB X 4261 12 in ASH SIGNIFICANT X 4262 11 in ASH X 4263 15 in ELM X 4264 9 in ASH X 4265 14 in ASH SIGNIFICANT X 4266 10 in ASH X 4267 13 in WILLOW X 4268 12 in ASH SIGNIFICANT X 4269 20 in ASH SIGNIFICANT X 4270 15 in ASH SIGNIFICANT X 4271 18 in POP SIGNIFICANT X 4272 15 in ASH SIGNIFICANT X 4273 11 in ASH X 4274 15 in ASH SIGNIFICANT X 4275 11 in ELM X 4276 12 in POP SIGNIFICANT X 4277 15 in POP SIGNIFICANT X 4278 12 in POP SIGNIFICANT X 4279 12 in ELM X 4280 12 in POP SIGNIFICANT X 4281 12 in ASH SIGNIFICANT X 4282 12 in WILLOW X 4283 15 in WILLOW X 4284 8 in OAK X 4285 8 in OAK X 4286 14 in WILLOW X 4287 14 in WILLOW X 4288 14 in WILLOW X 4289 18 in COT X 4291 9 in OAK X 4292 10 in OAK X 4293 11 in WILLOW X 4294 10 in WILLOW X 4295 10 in WILLOW X 4296 10 in WILLOW X 4297 15 in WILLOW X 4298 10 in WILLOW X 4299 8 in OAK X 4300 8 in ASH X 4301 10 in OAK X 4302 11 in ASH X 4303 18 in WILLOW X 4304 15 in BOX X 4305 16 in BOX X 4306 20 in WILLOW X 4307 18 in WILLOW X 4308 13 in ELM X 4309 8 in ELM X 4310 14 in WILLOW X 4311 9 in POP X 4312 22 in BOX X 4313 18 in BOX X 4314 22 in BOX X 4339 12 in CRAB SIGNIFICANT X 4340 12 IN CRAB SIGNIFICANT X 4341 12 IN LOC SIGNIFICANT X 4342 12 IN LOC SIGNIFICANT X Point #Caliper inch Species CLASSIFICATION REMOVED REMAIN Point #Caliper inch Species CLASSIFICATION REMOVED REMAIN Point #Caliper inch Species CLASSIFICATION REMOVED REMAIN Point #Caliper inch Species CLASSIFICATION REMOVED REMAIN LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 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/Registered Landscape Architect under the laws of the State of Minnesota 52050 Nathan Ekhoff - LA LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 261.TI PROPOSED BUILDING ADDITION FFE=972.00 NOPARKING NOPARKING NOPARKING NOPARKING 8658 6 6867867868868 86 5 86 6 870867868869871866NOPARKING 8888888888888888 8WET SEDIMENTATION BASIN WITH FILTRATION TRENCH (CITY WATERBODY ID 12-21-E) NWL=853.50 HWL=858.52 BTM=848.00 EOF=858.50 850855848849851852853854856857858858859859850 855 848 849 851852853854856857 857 858 858 859 859 850 855 848849 851852853854856857858859 NOPARK ING NOPARK ING NOPARKING 8 8 8888888708698718870 866 867868869 871 CITY WATERBODY ID 12-21-C NWL=853.00± HWL=853.66± (EX. HWL=855.82±) CITY WATERBODY ID 12-21-A CITY WATERBODY ID 12-21-D 0 + 0 0 1 + 0 0 2+003+004+00 5+00 6+00 7+00 8+009+0010+0011+00 12+00 13+00 14+00 14+82.78 44444444444444SB-102SB-101 SB-105 SB-104SB-103 SB-106 SB-107 SB-108 SB-109 SB-110 SB-111 SB-112 SB-113 SB-114 SB-116 SB-115 LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) EXISTING ORNAMENTAL TREES (TYP.) EXISTING GRASSES AND PERENNIALS (TYP.) EXISTING ORNAMENTAL TREES (TYP.) EXISTING GRASSES AND PERENNIALS (TYP.)EXISTING ORNAMENTAL TREES (TYP.) EXISTING SHRUBS (TYP.) EXISTING SHRUBS (TYP.) EXISTING GRASSES AND PERENNIALS (TYP.) EXISTING SHRUBS (TYP.) EXISTING OVERSTORY TREES (TYP.) EXISTING IRRIGATION EQUIPMENT. THE LANDSCAPE CONTRACTOR SHALL COORDINATE MODIFICATIONS MADE TO EXISTING IRRIGATION SYSTEM ALONG WEST 70TH STREET WITH CITY OF EDEN PRAIRIE. EXISTING COMBINED SYSTEM TO BE SEPARATED TO DELINEATE RESPONSIBILITY. PROVIDE IRRIGATION EQUIPMENT FOR AN INDEPENDENT IRRIGATION SYSTEMS FOR WEST 70TH STREET MEDIAN AND NORTHERN BOULEVARD. DECIDUOUS TREES QTY BOTANICAL / COMMON NAME CONT.SIZE AM 8 ACER FREEMANII `ARMSTRONG` / ARMSTRONG MAPLE 2.5" CAL.B&B AMG 22 ACER FREEMANII `JFS-KW78` / ARMSTRONG GOLD MAPLE 3.5" CAL B&B SGM2 8 ACER FREEMANII `SIENNA GLEN` / SIENNA GLEN MAPLE 2.5" CAL.B&B SGM 16 ACER FREEMANII `SIENNA GLEN` / SIENNA GLEN MAPLE 3" CAL.B&B SKH 6 GLEDITSIA TRIACANTHOS `SKYCOLE` / SKYLINE HONEYLOCUST 2.5" CAL.B&B EVERGREEN TREES QTY BOTANICAL / COMMON NAME CONT.SIZE BS 6 PICEA GLAUCA `DENSATA` / BLACK HILLS SPRUCE FULL FORM 6` HGT.B&B ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONT.SIZE NR 1 CERCIS CANADENSIS / NORTHERN STRAIN REDBUD 2" CAL.B&B MC 12 MALUS X 'VELVET PILLAR' / VELVET PILLAR™ CRABAPPLE 2.5" CAL.B&B SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONT. GC 64 ARONIA MELANOCARPA ELATA / GLOSSY BLACK CHOKEBERRY 5 GAL 24" HGT FD 86 CORNUS SERICEA `BAILADELINE` / FIREDANCE DOGWOOD 5 GAL 24" HGT GF 30 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 5 GAL 24" SPRD PERENNIALS QTY BOTANICAL / COMMON NAME SIZE CONT. WC 68 NEPETA X FAASSENII `WALKERS LOW` / WALKERS LOW CATMINT 5 GAL CONIFEROUS SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONT. LGJ 48 JUNIPERUS CHINENSIS `LIME GLOW` / LIME GLOW JUNIPER 5 GAL 18" SPRD GRASSES QTY BOTANICAL / COMMON NAME SIZE CONT. FG 76 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 1 GAL LBL 288 SCHIZACHYRIUM SCOPARIUM `THE BLUES` / THE BLUES LITTLE BLUESTEM 1 GAL SH 89 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE CONT. SD-02 BWSR SEED MIX 33-261 STORMWATER SOUTH AND WEST / STORMWATER SEED MIX REFER TO SPEC SECTION 32-9219 SEED SD-01 NO MOW GROW TURF SEED MIX SEED SOD TURF SOD SOD PLANT SCHEDULE N SCALE IN FEET 0 50 100 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY OTHERS, DATED 08/22/2022. GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. TREES REQUIRED: (MINIMUM NUMBER OF CALIPER INCHES OF TREES REQUIRED SHALL BE DETERMINED BY DIVIDING THE TOTAL GROSS SQUARE FOOTAGE OF ALL FLOORS OF A BUILDING BY THREE HUNDRED TWENTY (320).) TOTAL GROSS SQUARE FOOTAGE OF BUILDING ADDITION: 96,328 S.F. TOTAL CALIPER INCHES REQUIRED:96,328 S.F. / 320 = 302 CALIPER INCHES OF TREES PLANTING BED CALIPER TREE REPLACEMENT CALCULATION: ( 25% OF REQUIRED CALIPER INCHES AT A RATE OF 3 CALIPER INCHES PER 500 S.F. = 12,667 S.F. / 500 = 25 X 3= 76 CALIPER INCHES MAX ALLOWED) PROVIDED PLANTING BED SQUARE FOOTAGE:1,798 S.F. PROVIDED CALIPER INCH REPLACEMENT:1,798 S.F / 500 = 3.6 X 3 =11 CALIPER INCH REPLACEMENT SHRUB CALCULATION CALIPER TREE REPLACEMENT CALCULATION (25% OF REQUIRED CALIPER INCHES MAY SUBSTITUTE FOR REQUIRED CALIPER INCHES AT A RATE 3 CALIPER INCHES PER 6 SHRUBS = 152 SHRUBS / 6 = 25.3 X 3 = 76 CALIPER INCHES MAX ALLOWED SHRUB SUBSTITUTE REPLACEMENT OF REQUIRED CALIPER INCHES:76 CALIPER INCHES TOTAL CALIPER INCHES REQUIRED AFTER APPLYING LANDSCAPE CREDITS:215 CALIPER INCHES ONLY 80% OF TREES TO BE PLANTED MAYBE BE MIN. SIZE OF 2.5" CALIPER =172 CALIPER INCHES REMAINING REQUIRED PROPOSED TREES MUST BE LARGER 43 CALIPER INCHES EXISTING CALIPER INCHES TO REMAIN: 3,585 CALIPER INCHES TOTAL NEW TREES PROVIDED: 2.5" CALIPER DECIDUOUS TREES 85 CALIPER INCHES 3" CALIPER DECIDUOUS TREES 113 CALIPER INCHES 6' TALL EVERGREEN TREES (2.4 CALIPER INCHES PER)17 CALIPER INCHES TOTAL NEW CALIPER INCHES PROVIDED:215 CALIPER INCHES SHEET 263.LP SHEET 264.LP LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 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/Registered Landscape Architect under the laws of the State of Minnesota 52050 Nathan Ekhoff - LA LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 LANDSCAPE PLAN OVERALL 262.LP NATIVE SEED PLANTING REQUIREMENTS: ·ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PRAIRIE PLANT COMMUNITIES IS REQUIRED FOR THIS PROJECT. CONTRACTOR INSTALLING THE NATIVE SEEDING TO PROVIDE THE FOLLOWING: ·DOCUMENTATION OF SIMILAR PROJECT EXPERIENCE INCLUDING LOCATION, PROJECT SIZE, SEED TYPES, DATES OF INSTALLATION, AND INSTALLATION METHODS. ·SEEDING SCHEDULE INCLUDING DATES AND METHOD OF SEEDING FOR APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF ANY SEEDING. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOPARKING NOPARKINGNOPARKING NOPARKING 86786 5 86 6 870867868869871866NOPARKING 8888888888888888 888 WET SEDIMENTATION BASIN WITH FILTRATION TRENCH (CITY WATERBODY ID 12-21-E) NWL=853.50 HWL=858.52 BTM=848.00 EOF=858.50 850855848849851852853854856857858858859859850 855 848 849 851852 853 854 856857 857 858 858 859 859 850 855 848 849 851 852 853854856857858859 NOPARKINGNOPARKING NOPARKING888887086987188CITY WATERBODY ID 12-21-C NWL=853.00± HWL=853.66± (EX. HWL=855.82±) CITY WATERBODY ID 12-21-D 0+ 0 0 1 + 0 0 2+003+004+00 5+00 6+00 7+00 8+009+0010+0011+00 44444444444444444444SB-108 SB-109 SB-110 SB-111 SB-112 SB-113 SB-114 SB-116 SB-115 1 SGM2 SD-02 12 MC SOD 1 SGM2 12 AMG 10 AMG 4 BS 3 SGM2 5 SGM 2 BS 11 SGM LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) EXISTING ORNAMENTAL TREES (TYP.) EXISTING GRASSES AND PERENNIALS (TYP.) EXISTING ORNAMENTAL TREES (TYP.) EXISTING GRASSES AND PERENNIALS (TYP.) EXISTING SHRUBS (TYP.) EXISTING SHRUBS (TYP.) EXISTING OVERSTORY TREES (TYP.) EXISTING IRRIGATION EQUIPMENT. THE LANDSCAPE CONTRACTOR SHALL COORDINATE MODIFICATIONS MADE TO EXISTING IRRIGATION SYSTEM ALONG WEST 70TH STREET WITH CITY OF EDEN PRAIRIE. EXISTING COMBINED SYSTEM TO BE SEPARATED TO DELINEATE RESPONSIBILITY. PROVIDE IRRIGATION EQUIPMENT FOR AN INDEPENDENT IRRIGATION SYSTEMS FOR WEST 70TH STREET MEDIAN AND NORTHERN BOULEVARD. DECIDUOUS TREES QTY BOTANICAL / COMMON NAME CONT.SIZE AMG 22 ACER FREEMANII `JFS-KW78` / ARMSTRONG GOLD MAPLE 3.5" CAL B&B SGM2 4 ACER FREEMANII `SIENNA GLEN` / SIENNA GLEN MAPLE 2.5" CAL.B&B SGM 16 ACER FREEMANII `SIENNA GLEN` / SIENNA GLEN MAPLE 3" CAL.B&B EVERGREEN TREES QTY BOTANICAL / COMMON NAME CONT.SIZE BS 6 PICEA GLAUCA `DENSATA` / BLACK HILLS SPRUCE FULL FORM 6` HGT.B&B ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONT.SIZE MC 12 MALUS X 'VELVET PILLAR' / VELVET PILLAR™ CRABAPPLE 2.5" CAL.B&B GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE CONT. SD-02 BWSR SEED MIX 33-261 STORMWATER SOUTH AND WEST / STORMWATER SEED MIX REFER TO SPEC SECTION 32-9219 SEED SOD TURF SOD SOD PLANT SCHEDULE WEST N SCALE IN FEET 0 30 60 LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 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/Registered Landscape Architect under the laws of the State of Minnesota 52050 Nathan Ekhoff - LA Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 LANDSCAPE PLAN WEST 263.LP **NATIVE SEED PLANTING REQUIREMENTS: - GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. - CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY OTHERS, DATED 08/22/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PROPOSED BUILDING ADDITION FFE=972.00 NOPARKING NOPARKINGNOPARKING NOPARKING 865 8 6 6 8678678 6 8 86886 5 86 6 870867868869871866NOPARKING 888888888888888888888888888NOPARKINGNOPARKING NOPARKING8888 8 8 888888888888887086987188870 866 867868869 871 7+00 8+009+0010+0011+00 12+00 13+00 14+00 14+82.78 4444444444444SB-102SB-101 SB-105 SB-104SB-103 SB-106 SB-107 ED-01 LM-01 5 AM 3 AM 3 SGM2 ED-01 ED-01 SD-01 SD-01 SOD SOD LM-01 LM-02 ED-02 ED-01ED-01 1 NR 46 FG 63 GC 51 FD 35 FD 30 GF 48 LGJ 68 WC16 SH 144 LBL 65 SH 144 LBL LM-01 LM-01 SOD SOD 6 SKH 30 FG LM-03 8 SH LM-04 ED-01 3 SGM2 LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) LIMITS OF IRRIGATION (SEE 270.LD IRRIGATION NOTES) (TYP.) EXISTING ORNAMENTAL TREES (TYP.) EXISTING SHRUBS (TYP.) EXISTING GRASSES AND PERENNIALS (TYP.) EXISTING SHRUBS (TYP.) DECIDUOUS TREES QTY BOTANICAL / COMMON NAME CONT.SIZE AM 8 ACER FREEMANII `ARMSTRONG` / ARMSTRONG MAPLE 2.5" CAL.B&B SGM2 4 ACER FREEMANII `SIENNA GLEN` / SIENNA GLEN MAPLE 2.5" CAL.B&B SKH 6 GLEDITSIA TRIACANTHOS `SKYCOLE` / SKYLINE HONEYLOCUST 2.5" CAL.B&B ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONT.SIZE NR 1 CERCIS CANADENSIS / NORTHERN STRAIN REDBUD 2" CAL.B&B SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONT. GC 63 ARONIA MELANOCARPA ELATA / GLOSSY BLACK CHOKEBERRY 5 GAL 24" HGT FD 86 CORNUS SERICEA `BAILADELINE` / FIREDANCE DOGWOOD 5 GAL 24" HGT GF 30 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 5 GAL 24" SPRD PERENNIALS QTY BOTANICAL / COMMON NAME SIZE CONT. WC 68 NEPETA X FAASSENII `WALKERS LOW` / WALKERS LOW CATMINT 5 GAL CONIFEROUS SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONT. LGJ 48 JUNIPERUS CHINENSIS `LIME GLOW` / LIME GLOW JUNIPER 5 GAL 18" SPRD GRASSES QTY BOTANICAL / COMMON NAME SIZE CONT. FG 76 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 1 GAL LBL 288 SCHIZACHYRIUM SCOPARIUM `THE BLUES` / THE BLUES LITTLE BLUESTEM 1 GAL SH 89 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE CONT. SD-01 NO MOW GROW TURF SEED MIX SEED SOD TURF SOD SOD BUILDING LANDSCAPE PLANT SCHEDULE N SCALE IN FEET 0 30 60 **NATIVE SEED PLANTING REQUIREMENTS: - GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. - CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** LOUCKS PROJECT NO. 22324 Name Date Lic./Reg. No.09-08-2023 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/Registered Landscape Architect under the laws of the State of Minnesota 52050 Nathan Ekhoff - LA LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Copyright BWBRDateItem Sheet No. Sheet Title BWBR Comm. No.Drawn This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. NOT F O R CONSTR UCTI O N Issued For Consultants 651.222.3701 Saint Paul, MN 55102 380 St. Peter Street, Ste. 600 bwbr.com Keyplan This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. ALD E V R O N CONFI DE N TI AL P.2200430.00 DD ISSUE 07/24/2023 CITY SUBMITTAL 09/08/2023 CITY RESUBMITTAL 11/10/2023 LANDSCAPE PLAN EAST 264.LP SYMBOL DESCRIPTION DETAIL SPEC.MATERIAL FINISH COLOR COMMENTS LANDSCAPE EDGER 9/270.LD 32 94 13 STEEL NATURAL BLACK 3/16" X 4" PAVER EDGING 6/270.LD 32 94 13 STEEL NATURAL BLACK ED-01 ED-02 EDGING SCHEDULE SYMBOL DESCRIPTION DETAIL SPEC.MATERIAL FINISH COLOR COMMENTS ROCK MULCH - 2"- 3" TRAP ROCK 12/270.LD 32 19 13 STONE NATURAL GRAY 2"-3" TRAP ROCK SYMBOL DESCRIPTION DETAIL SPEC.MATERIAL FINISH COLOR COMMENTS ROCK MULCH - 3/4" TRAP ROCK 11/270.LD 32 19 13 STONE NATURAL GRAY 3/4" TRAP ROCK ROCK MULCH - RIP RAP - TRAP ROCK 10/270.LD 32 19 13 STONE NATURAL GRAY 6"-12" TRAP ROCK LOOSE LAID NATURAL STONE PAVING 2/270.LD 32 14 40 STONE NATURAL VIRGINIA SLATE LM-01 LM-02 LM-03 LM-04 LANDSCAPE MATERIALS SCHEDULE NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY OTHERS, DATED 08/22/2022. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.