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PC Packet 06.25.20
Agenda Hugo Planning Commission Thursday, June 25, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 i CI I Y O� TGO HV EST. 1906 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651-762-6311 or eweber@ci.hugo.mn.us. For more information on the remote meeting and participation, go to: www.ci.hugo.mn.us/planning Meeting ID: 870 8367 1556 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. May 28, 2020 D. PUBLIC HEARING E. NEW BUSINESS 1. Oertel Architects, LTD, on behalf of the Hugo Public Works Department. Proposed Public Works Facility to be located at Irish Avenue Park, 14420 Irish Avenue North. F. OLD BUSINESS lcw_1bI9111:1,W14,111111 If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rluba@ci.hugo.mn.us, thank you. Minutes for the Plannine Commission Meetine of Thursday. Mav 28. 2020 Meeting held remotely pursuant Minn. Stat. Sec. 13D.021 Chair Kleissler called the meeting to order at 7:03 pm. PRESENT: Arcand, Derr, Kleissler, Lessard, Mulvihill, Tjernlund. ABSENT: Fry, Luchsinger. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of May 14, 2020 Commissioner Arcand made a motion, seconded by Commissioner Tjernlund to approve minutes for the meeting of May 14, 2020. Ayes: Arcand, Derr, Kleissler, Lessard, Mulvihill, Tjernlund. Nay: None. Motion carried. Public Hearing: Pratt Ordway Properties — Request for a PUD Amendment and Site Plan for "Victor Place." Kendra Lindahl, Landform Professional Services, LLC, provided background on the PUD Amendment and Site Plan applications submitted by Pratt Ordway Properties. The applicant is requesting approval to allow construction of a single story 13,879 square foot office/retail building. The site is located south of Frenchman Road and west of Paws Pet Hospital and is within the Victor Gardens Commons development. The proposed site plan was reviewed in regards to the Victor Gardens PUD Plan and the general City ordinances. Lindahl provided analysis on the submitted materials. The Victor Gardens PUD states that building architecture should be of French Country Eclectic design and staff believes revisions are needed to meet the intent of the PUD. Staff recommends that the south roofline be duplicated on the north elevation. The applicant has not provided details on the trash enclosure and staff recommends that be designed to match the principal building. Staff has been working with the developer to eliminate conflicts with the access points into the site. Staff generally supports the two access points shown on the site plan. The applicant has also provided good sidewalk connections throughout the site. May 28, 2020 PC Minutes Page 2 Staff found that the proposed project generally conforms to the standards outlined in the PUD general plan and City Code. Staff recommends approval of the draft resolution approving the PUD amendment and site plan for Victor Place, subject to the findings and conditions listed in the resolution. Staff also recommends the Planning Commission hold a public hearing and take all public comment. Commissioner Tjernlund asked staff to clarify the parking recommendation. Lindahl explained that if all parking spaces are full, the driver would not be able to turn around and would have to back out of the drive aisle. Staff recommends striping one of the northernmost stalls in the dead-end area as "no parking" to allow for the ability to turn around. Leonard Pratt, Pratt Ordway Properties, introduced himself as well as John Ordway and Jeff Nordness who have been working on the project together. Pratt stated that Kidsability, which is currently located in a different building in Victor Gardens, will be the tenant. The other tenant is unknown at this time. Pratt shared a movie with the Planning Commissioners that shows the elevations of the proposed building. Chair Kleissler asked about the location and visibility of signage from Frenchman Road. Pratt stated that the signage bands are underneath the gable of the roof. Chair Kleissler opened the public hearing at 7:40 pm. Gracen Kennedy, 4665 Victor Hugo, Unit 8, is concerned with the traffic that will be added to the Victor Gardens development. Kennedy asked if the access point could be moved to Frenchman Road instead of Victor Path. Staff Juba responded with stating that Frenchman Road is a County road and Washington County only allows a certain number of access points. Victor Path was originally designed as a frontage road and to accommodate for a commercial site on that parcel. Kennedy also suggested speed limit signs posted on Victor Path. Daniel Garcia, 4665 Victor Hugo, Unit 10, suggested having a traffic study done for Victor Path and would also like to see speed limit signs posted. Juba stated that for a development like this, there typically wouldn't be a traffic study done, but the location of street signs can be further reviewed. Michelle Beck, 4644 Victor Path, Owner of Paws Pet Hospital. Beck does not think the traffic influx from Kidsability will be too much, but would like to see a meeting about a potential stop sign. She also stated that the aesthetic of the building is very nice. Marilyn Acker, 4589 Victor Path, Unit 3, stated concerns about the increased traffic. There are blind spots on Victor Path and people tend to drive faster than 30 mph. The association requires that guest's park on Victor Path and this continues to cause a safety concern. Acker suggested that Leopold be changed to a left- and right-hand turn intersection. Juba stated that the County has specific four-way access points. Acker would also like to address low visibility with parking allowed on the street. John Johnson, 4589 Victor Path, is concerned about the additional traffic leaving the new site. Cars parked on the street creates blind spots and a narrow driving lane. He wondered how the speed be May 28, 2020 PC Minutes Page 3 controlled along the street. Juba stated that Victor Path is designed to alleviate some traffic from Frenchman Road and the curves are meant to encourage people to slow down. Chair Kleissler closed the public hearing closed at 8:06 pm. Chair Kleissler brought the discussion back to the Planning Commission. Commissioner Derr asked Kendra to show the roofline. Staff stated that they are fine with the roofline but that they recommend symmetry on both the north and south elevations. Commissioner Tjernlund agrees with staff's recommendation and stated that the aesthetic of Victor Gardens is planned and intentional, which should be upheld. Commissioner Mulvihill does not think symmetry within the roofline is necessary and believes the architecture to be of high quality. Commissioner Arcand stated that he agrees and that feasibility of construction costs should be taken into consideration. Commissioner Lessard also agrees with these statements and thinks the building will look good from Frenchman Road. Chair Kleissler stated that some variation in the roofline is necessary to avoid looking like an industrial building and suggested that there be a break in the massing. Lindahl clarified that the draft resolution states that the roofline will be symmetrical as recommended by staff. The Planning Commission further discussed the site plan and draft resolution. Commissioner Arcand made a motion to approve the PUD amendment and site plan for "Victor Place," subject to the conditions listed in the resolution, with further discussion on condition 5a. Seconded by Commissioner Tjernlund. Arcand revised his motion to approve the PUD amendment and site plan for "Victor Place," subject to the conditions listed in the resolution, with the exception of 5a. Commissioner Tjernlund did not second the motion. The motion died. Commissioner Arcand made a motion to approve the PUD amendment and site plan for "Victor Place," subject to the conditions listed in the resolution, with the exception of condition 5a, seconded by Mulvihill. Aye: Arcand, Derr, Lessard, Mulvihill. Nay: Kleissler, Tjernlund. Chair Kleissler noted that she agrees with the PUD amendment, but would like to see staff's recommendation on the architecture. Motion carried. May 28, 2020 PC Minutes Page 4 New Business: 2020-2024 Capital Improvement Projects. Juba provided background on the 5 year Capital Improvement Plan (CIP), which is a financial planning tool for the City. The Planning Commission's role is to determine if the CIP is consistent with the 2040 Comprehensive Plan. Juba reviewed the park improvements, the public works facility, the street reconstruction projects, the construction of water tower #4, and the stormwater reuse projects outlined in the CIP. Staff recommends that the Planning Commission review the proposed projects for consistency with the 2040 Comprehensive Plan. Staff recommends that the Planning Commission approve the CIP projects outlined in the staff report for 2020-2024 as being consistent with the 2040 Comprehensive Plan. The Planning Commission discussed the proposed projects. Commissioner Arcand made a motion to approve the CIP projects outlined in the staff report for 2020- 2024 as being consistent with the 2040 Comprehensive Plan, seconded by Tjernlund. Ayes: Arcand, Derr, Kleissler, Lessard, Mulvihill, Tjernlund. Nay: None. Motion carried. Adjournment Commissioner Tjernlund made a motion, Commissioner Mulvihill seconded, to adjourn at 8:47 pm. Ayes: Derr, Fry, Kleissler, Lessard, Tjernlund Nay: Arcand Motion carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number E.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Oertel Architects, LTD, on behalf of the Hugo Public Works Department. Proposed Public Works Facility to be Located at Irish Avenue Park - 14420 Irish Avenue North DATE: June 16, 2020, for the Planning Commission Meeting of June 25, 2020 ZONING: Agricultural (AG) COMPREHENSIVE PLAN: Agricultural (AG) 1. DESCRIPTION OF REQUEST: The City of Hugo is proposing to construct an approximately 60,600 square foot Public Works Facility on the south side of Irish Avenue Park located off of 1401h Street North (CSAH 8). The Irish Avenue Park property is approximately 125 acres in size, however the site that the Public Works Facility will be on is approximately 40 acres, with the building and site improvements taking up approximately 10 acres. The area includes space for an approximately 45,000 square foot expansion of the building in the future. The Public Works Facility is considered a public service building and is allowed in the zoning district as a permitted use. The facility will include a salt storage building, material storage building, and outdoor storage of gravel, dirt, and rocks. There will be a fence around the perimeter of the site and landscaping. 2. BACKGROUND: Irish Avenue Park is a former gravel pit, asphalt production plant, and rock crushing facility. This was a private business. There were several complaints from the neighboring properties because of the impacts of the use related to noise and traffic. There were also guidelines the business needed to comply with that were not being followed, including the restoration of the mined areas to their natural state by 2004. The adjacent neighborhoods wanted to see the site restored. The City held a neighborhood meeting in 2007 to discuss the issues related to the property and the possible re -use of the property. There were a few options stated at the meeting that included development of the site in 10 acre lots and the possibility of the property to become a community Public Works Facility — Irish Ave Park Planning Commission Page 2 June 25, 2020 park starting with low impact parks uses and having more active uses in the future like ballfields. The neighborhood favored the park uses over development of the property. The City sued the gravel pit operator to restore the property. A settlement agreement resulted in the property being restored in 2008. In 2009, the property was available for sale and the City purchased the property. The Parks Chapter of the Comprehensive Plan at the time identified an area in eastern Hugo for a location of a community park. The Parks Commission was looking for 80 acres of land for a community park. They purchased the 125 acres of property and completed an extensive clean-up of the junk cars, garbage, debris, and structures that were left behind. After the property was purchased and cleaned, the City held another neighborhood meeting in September 2009. The goal was for the property to be enjoyed by the public. It was stated at the meeting the long-term uses (15 years from the date of purchase) would be ballfields, athletics, lights, noise, traffic; the short term uses were stated to be a dog park, equestrian uses, archery, trails, and other passive park uses. In the Comprehensive Plan it states that because of the growth of the City an expansion of the Public Works Facility may be needed. In 2019, the City Council created goals and included completing a space needs study for the Public Works Facility to determine the current and future needs. The study identified the need for more space to meet the current and future needs. The study considered expanding the existing Public Works Facility. It determined that an expansion could meet the needs for the next 15 years, but does not allow the long term expansion beyond 15 years. The existing building was not designed to be readily expanded; an expansion would result in several scattered additions to the building and due to the constraints of the site (size, wetlands, etc.) it is limited on where the additions could be. The study then considered a new facility location. This could allow for more cost effective future expansion planning, more efficient building design, and flexibility in layout. The City Council approved its budget and financing plan to allow for an expanded or relocated Public Works Facility. After discussions with the Parks Commission and City Council it was decided to evaluate and start drafting plans to relocate the Public Works Facility to the south end of Irish Avenue Park. The Parks Commission goals for 2020 include starting to master plan Irish Avenue Park with improving access and addition of amenities in the park. With or without the Public Works Facility, this process is expected to take place this year including meeting with surrounding neighborhood. This staff report will focus on the Public Works Facility relocation only. Parks Commission Update During its last couple meetings the Parks Commission has been discussing the location of the Public Works Facility at Irish Avenue Park. They generally like the proposed location and provided the following comments on the proposed site plan: • Ensure the trails within the park are relocated/rerouted and remain an amenity to the park. • Allow parking at the Public Works Facility for access to the park. o Add a walking path from the parking lot to the access to the park. • Screen outdoor storage areas and provide a landscape buffer around the Public Works Facility from the park area. Public Works Facility — Irish Ave Park Planning Commission Page 3 June 25, 2020 o They wanted to make sure the view from the park to the Public Works Facility remain as natural as they can. • Agreed there is enough room on the remaining portion of the property to implement the vision of the community park for more active park uses. Public Works Facility Neighborhood Meetings Update The City Council held neighborhood meetings on March 4, 2020, and June 18, 2020, to discuss the Public Works Facility planning. There were several residents that asked questions and provided comments. Below is a summary of the comments: • The passive trails in the area should be relocated and the remaining passive trails to the north should remain in place. • Concerns on traffic along 140th Street (CSAH 8). • Some residents wondered why the City would be planning for the location of the Public Works Facility when master planning for Irish Avenue has not been completed yet. • There were some suggestions to move the building to a different location on the park property. • Encouraged buffers from adjacent properties. • Some residents have concerns of the use being in the area and some did not want the use in the park. It was explained by the Public Works Director that there were other properties considered for the relocation of the facility. This site made sense because it is centrally located in the City, was a property the City already owned, and allowed for expansion opportunities far into the future for the facility. The Parks Commission will be working on a master plan for Irish Avenue Park this year. The location on the site was intentional to allow the access to be on a County Road that can accommodate more traffic than a local road. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, east, and south are zoned Agricultural (AG) and are occupied by homes on large lots or are vacant large lots. The properties to the west are zoned Rural Residential (RR) and occupied by homes on large lots. B. Natural Characteristics of Site The property is a former gravel pit, asphalt production plant, and rock crushing facility, which has been restored. It is a community park with passive park uses including trails. The area for the Public Works Facility has varied terrain and several wooded areas. There is a small amount of wetlands on the property. The wetlands are not proposed to be impacted with this project. Public Works Facility — Irish Ave Park Planning Commission Page 4 June 25, 2020 4. ANALYSIS: A. Site Plan The site plan complies with the ordinance standards as follows: Building Setbacks The proposed building meets all setback requirements in the Agricultural zoning district. Building Height The height of the majority of the building is proposed to be 25 feet, with the highest point at 33 feet. This height complies with the 35 foot maximum height in the Agricultural zoning district. Building Coverage and Lot Coverage In the Agricultural zoning district buildings shall be allowed to cover up to 20% of the property and the impervious surface shall be allowed to cover up to 35% of the property. The proposed buildings and pavement complies with this regulation. Parking The parking ordinance does not outline specific parking requirements for a Public Works Facility. However, staff used the parking requirements for office and warehouse uses to determine the amount of parking required. The area for the Public Works Facility (phase 1), without the building expansion (phase 2), is required to have 66 total parking spaces. With the building expansion would require 122 total parking spaces. The plans shows 38 proposed parking spaces. There is additional space to the east of the parking lot to expand the parking area or to show "proof of parking". There is also additional area in the paved areas around the building for additional parking. There is plenty of space for additional parking on site and staff does not see this as an issue. The plans shall be revise to include the required amount of parking or proof of parking for phase 1 and show where parking would be located for phase 2. The Public Works has approximately 21 employees, including summer seasonal workers, today. It is expected that as the City grows additional employees will be hired in the future. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The plan is proposing LED lights for both the pole and wall mounted fixtures. The lighting plan meets ordinance standards. Public Works Facility — Irish Ave Park Page 5 Landscaping Planning Commission June 25, 2020 There are several trees on the property that exceeds the requirements for the number of deciduous, coniferous, and ornamental trees. However, staff is recommending additional landscaping for the site. Section 90-181 of the Zoning Ordinance provides landscaping requirements for developments. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the square footage of the building. In order to meet the landscape requirements, 31 overstory deciduous trees, 31 coniferous trees, 31 ornamental trees, and 203 shrubs are required to be installed. The applicant is proposing 37 overstory deciduous trees, 32 coniferous trees, 28 ornamental trees, and 161 shrubs. Staff is comfortable with counting some of the existing trees and proposed landscape planting substitutions and believes it meets the intent of the landscape ordinance for the amount of landscaping. The plan shows a landscape buffer along the outside of the fence and around the perimeter of the site. There are existing large trees along the west and south sides of the site. Staff does have recommendations for placement of landscaping. In reviewing the landscape plan and grading plan, there may be some conflicts in regards to slopes in the grade for landscaping. It is unclear if this was taken into consideration when the landscape plan was designed. It is a large property, so staff believes there will be solution without having a huge impact on the plans. Staff also recommends additional landscaping along 140th Street (CSAH 8) including the addition of evergreen trees. Other minor revisions will be required, such as trees species and relocation of landscaping, as staff continues to work with the applicant on the landscape plan. Fencing and Screening The plans show a perimeter fence around the Public Works Facility area. The plans do not specify what type of fence will be used or what height the fence will be. Staff is recommending the fence be a black vinyl coated chain link fence. The ordinance allows the following heights for fences: Front Yard: 6 feet Side and Rear Yard: 8 feet The applicant will need to comply with these regulations. The fence can be set on the property lines and no setbacks are required. The applicant has stated that the west side of the property will have some exterior storage of materials (gravel, rock, dirt, etc) on a gravel surface. Exterior storage is allowed in the Public Works Facility — Irish Ave Park Planning Commission Page 6 June 25, 2020 Agricultural zoning district. There is an exception for properties zoned Agricultural that exterior storage can be on the ground, instead of on an impervious (paved, concrete) surface. The applicant needs to revise the plans to outline the area that will be used for exterior storage of materials. It is in staff s opinion that the applicant has done a good job screening and buffering the area from the adjacent properties by existing trees, proposed landscaping, and distance from the property lines. The applicant is showing the parapet wall from the roof line of the building to vary between 1 and 3 feet in height. Roof top mechanical requirement is shown on the building elevations in the low points of the roof. The plans show that the majority of the roof top mechanical equipment will be screened with the parapet. All roof top mechanical equipment shall be adequately screened from view. Staff will inspect the roof top mechanical equipment during construction, if the equipment is not screen, staff will require another form of screening. This is listed as a condition of approval. Architecture and Building Materials In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The building material for the manufacturing/warehouse building consists of integrally colored precast tip -up concrete panels, with varying finished design for an architectural feature. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show coloration and patterning in design of the concrete panels. The concrete is proposed to be earth tones, such as light browns. The front has significant glass and the entrance is clearly defined. There are windows on all sides of the building. The applicant is proposing wood and stone accent materials along the front and west side of the building, which adds some natural materials to the building. The exterior doors and overhead doors are proposed to be compliment the exterior color. Staff will work with the applicant on the proposed color on the overhead doors. The applicant has provided material samples and staff will continue to work with the applicant on the materials and color choices to ensure compatibility. The salt storage building and material storage building are proposed to use the wood accent materials and concrete materials very similar to the Public Works Facility. The applicant has stated that the salt storage building may be revised to simply be a salt barn (canvas covered) like most salt storage buildings. Streets and Access The site has access from 140th Street (CSAH 8). The access location will require an access permit to be issued by Washington County. Washington County provided comments in a letter dated June 18, 2020. They noted that some improvements to the road, such as an eastbound center lane and westbound right turn lane, will be required. This will need to be designed by the applicant Public Works Facility — Irish Ave Park Page 7 Planning Commission June 25, 2020 and submitted to the County for review and approval. All other items in the letter shall be considered. Utilities The proposed building will be served by a septic system and individual well for the site. The well is designed to accommodate building interior sprinkler (fire suppression) needs. The well will accommodate future uses as well, such as for irrigation for ball fields and other potential park facilities. The septic design will need to be shown on the plans, as well as the backup system area. Stormwater Management The site is proposing to provide stormwater management with an infiltration basin at the south end and a biofiltration basin at the north end. Additional information is required to confirm requirements are met however it appears the proposed stormwater management features are adequately sized to meet rate control and water quality requirements based on the information submitted. Stormwater reuse is not proposed for the property at this time since the ponds will not hold much water. 5. STAFF RECOMMENDATION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan as outlined in the City Code, if the conditions are met in the attached resolution. Staff recommends approval of the site plan for the Public Works Facility to be located Irish Avenue Park located at 14420 Irish Avenue North. ATTACHMENTS: 1. Resolution 2. Location Map 3. Engineer's Memo dated June 19, 2020 4. Washington County Letter dated June 18, 2020 5. Building Renderings and Site Plan Documents RESOLUTION 2020- APPROVING A SITE PLAN FOR THE CITY OF HUGO PUBLIC WORK DEPARTMENT FOR A PUBLIC WORKS FACILITY ON THE PROPERTY LOCATED AT 14420 140TH STREET NORTH WHEREAS, The City of Hugo Public Works Department, requested approval of a site plan for an approximately 60,660 square foot Public Works Facility and associated exterior storage areas, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan on June 25, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for the City of Hugo Public Works Department for an approximately 60,600 square foot Public Works Facility and associated exterior storage areas, subject to the following conditions and findings: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant dated June 19, 2020, shall be addressed. 2. The applicant shall be required to apply for formal site plan approval for all future phases to be considered by the Planning Commission and City Council. 3. Prior to the installation of any signs, the applicant shall obtain a sign permit. Prior to the issuance of a building permit: 4. The plans shall be revised to include the required amount of parking or proof of parking for phase I and show where parking would be located for phase 2. 5. The plans shall be revised to show a black vinyl coated chain link fence and the height of the fence. The applicant shall submit fencing details to be reviewed and approved by staff. 6. The applicant shall submit a revised landscape plan to be reviewed and approved by staff. 7. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. 8. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. 9. A stormwater permit shall be reviewed and approved by the City Engineer Resolution 2020- Page 2 Prior to issuance of a Certificate of Occupancy: 10. All roof top and ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 11. All required landscaping shall be fully installed. 12. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and applicable utilities. 13. A maintenance agreement for the stormwater management facilities shall be recorded against the property. ADOPTED by the City Council this 6th day of July, 2020 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Parcel Boundary I . , I ItINA� 7. 0 U 0 Z W CO U) 0 00 00ID 0 N W U) I— W W W 00 wsb June 19, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Hugo Public Works Facility WSB Project No. 016174-000 Dear Ms. Juba: We have reviewed the site plan submittal for the Hugo Public Works Facility located on 140th Street between Hyde Ave and Isleton Ave. In particular, we have reviewed the following plans related to this particular request: • City of Hugo Maintenance Facility Site Plan submittal (dated June 1, revised June 10 and June 16, 2020) prepared by Oertel Architects, Kimley Horn, and E.G. Rud & Sons, Inc. • Stormwater Management Report: Hugo Maintenance Facility dated June 10, 2020 prepared by Kimley Horn. • Report of Geotechnical Exploration and Review: Hugo Public Works Facility dated May 22, 2020. • Washington County Review letter dated June 18, 2020. Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. Access to the site extends from 140th Street (CR 8). Washington County has provided comments related to the access from the county road. A number of key county comments have been included in this memo below. 2. The next submittal will need to include erosion control plans and a Stormwater Pollution Prevention Plan. Due the amount of disturbed area, the project will require an NPDES permit. 3. The proposed site will be served by an individual well for site. The well is designed to accommodate building sprinkler needs. The well will accommodate future uses as well, such as for irrigation for ball fields and other potential park facilities. A DNR water appropriation permit will be required once use is planned to exceed 10,000 gallons per day. Sanitary sewer and storm sewer should be kept a minimum of 50-ft from the well. This may require some modification to the storm sewer layout. 4. The septic design will need to be shown on the plans (back up area as well). These areas should be identified on the plans and in the field to protect from compaction. Temporary fencing of these areas should be placed during site improvements. 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. S:\Users\R_Juba\Rachel\DEVELOPMENT PROJECTS\Public Works - Irish Ave Park\Site Plan\Eng Memo PW Facility Site Plan 0061820.docx Ms. Rachel Juba June 19, 2020 Page 2 Stormwater Management The site is proposing to provide stormwater management with an infiltration basin at the south end and a biofiltration basin at the north end. Additional information is required to confirm requirements are met however it appears the proposed stormwater management features are adequately sized to meet rate control and water quality requirements based on the information submitted. Stormwater reuse is not utilized for this site considering we are able to infiltrate stormwater. Stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Wetland 8. We received a wetland delineation report and Joint Application requesting approval of the wetland boundaries and types on June 1, 2020, which was noticed to the Technical Evaluation Panel on June 3, 2020. The area delineated will be expanded slightly and the subsequent report amended to accommodate a slightly larger project area than what was originally completed. This amendment will be distributed to the TEP early the week on J8une 22nd and a subsequent site visit the week of June 22nd or 29tn. The comment period ends June 20tn 9. The applicant should demonstrate that hydrology to wetlands will be maintained with the installed stormwater features. 10. The application is expected to be approved as is or with little change, and there is no anticipate wetland impacts based on the current site plans. County Comments 11. The Washington County Comprehensive Plan 2040 identifies 120 feet of future right-of-way along this section of CSAH 8. There is currently 100 feet of right-of-way. Although this is not a subdivision plat, the county requests a minimum 10-foot dedicated roadway easement. Staff will discuss this further with Washington County. 12. The access drive along CSAH 8 should be aligned with the driveway on the south side of the roadway east of the currently proposed location. A Washington County Access permit will be required. 13. Based on the anticipated daily traffic volumes for the maintenance facility, we expect that an eastbound center left turn lane and a westbound right turn lane will be required along CSAH 8. Such improvements, while important, may have impacts to adjacent properties and/or significant trees, and thus the design and alignment of these improvements should be carefully considered. 14. The developer or the City must submit the drainage report and conclusions to our office for review of any downstream impacts to the county drainage system. Along with the drainage calculations, the conclusions that the volume and rate of stormwater run-off into the county right -of way will not increase as part of the project. 15. Any grading within County right-of-way will require a Washington County Right -of -Way Permit. 16. All utility connections for the development require Washington County Right -of -Way permits. Typically, these are the responsibility of the utility companies. Ms. Rachel Juba June 19, 2020 Page 3 Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Wa Coun n June 18, 2020 City of Hugo Rachel Juba, Community Development Director 14669 Fitzgerald Ave. N. Hugo, MN 55038 RE: Comments the Proposed City of Hugo Maintenance Facility Ms. Juba: Public Works Donald J. Theisen, P.E., Director Wayne H. Sandberg, P.E., Deputy Director, County Engineer Thank you for providing Washington County with the plans for the City of Hugo maintenance facility located north of County State Aid Highway (CSAH) 8 (140th Street) between Irish Avenue North and Hyde Avenue North in the City of Hugo. The project includes a new maintenance facility, driveway, and parking storage lot. Future improvements will include a community room and additional parking areas. Based on the plans provided, we have the following comments: • The 2019 traffic count along the section of CSAH 8 is 2650 average annual daily trips (AADT). The Washington County Comprehensive Plan 2040 does not project traffic counts to increase significantly over the planning period. • The Washington County Comprehensive Plan 2040 identifies 120 feet of future right-of-way along this section of CSAH 8. There is currently 100 feet of right-of-way. Although this is not a subdivision plat, the county requests a minimum 10 foot dedicated roadway easement. • The access drive along CSAH 8 should be aligned with the driveway on the south side of the roadway east of the currently proposed location. A Washington County Access permit will be required. • Based on the anticipated daily traffic volumes for the maintenance facility, we expect that an eastbound center left turn lane and a westbound right turn lane will be required along CSAH 8. Such improvements, while important, may have impacts to adjacent properties and/or significant trees, and thus the design and alignment of these improvements should be carefully considered. • The developer or the City must submit the drainage report and conclusions to our office for review of any downstream impacts to the county drainage system. Along with the drainage calculations, the conclusions that the volume and rate of stormwater run-off into the county right -of way will not increase as part of the project. • Any grading within County right-of-way will require a Washington County Right -of -Way Permit. A great place to live, work and play... today and tomorrow North Shop • 11660 Myeron Road North • Stillwater, MN 55082-9537 Telephone: 651-430-4300 • Fax: 651-430-4350 • TTY: 651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer • All utility connections for the development require Washington County Right -of -Way permits. Typically, these are the responsibility of the utility companies. Thank you for the opportunity to comment on this project. If you have any questions, please contact me at 651-430-4362 or Ann.Pung-Terwedo@co.washington.mn.us. For any permit applications, please contact Carol Hanson at Carol. Hanson @co.washington.mn. us. Regards, Ann Pung-Terwedo, Senior Planner Washington County Public Works Cc: Joe Gustafson, Traffic Engineer Carol Hanson, Office Specialist R: Plat Review/City of Hugo/New Maintenance Facility SUMMARY: BUILDING SQUARE FOOT SUMMARY OFFICE AND SUPPORT AREA = 7,965 S.F. SHOPS = 1,955 S.F. VEHICLE MAINTENANCE = 8,633 S.F. WASH BAY = 2,849 S.F. VEHICLE STORAGE & STAGING = 39,210 S.F. TOTAL (MAIN BUILDING) = 60,612 S.F. SALT STORAGE STRUCTURE (N.I.C.) = 3,612 S.F. MATERIALS STORAGE STRUCTURE = 3,116 S.F. 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COORDINATE WITH CIVIL DRAWINGS FOR EXTENT OF DEMOLITION, UTILITY WORK, NEW SITE CONCRETE AND PAVINGS, RE —GRADE AS SHOWN ON CIVIL DRAWINGS. 2. COORDINATE WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 3. COORDINATE ALL CONSTRUCTION THAT TAKES PLACE WITHIN ANY EASEMENTS (GAS, ELECTRICAL LINES, ETC.) WITH APPROPRIATE PARTIES PRIOR TO DEMOLITION AND CONSTRUCTION. 4. COORDINATE WITH ARCHITECTURAL DRAWINGS. 5. ALL CURB DIMENSIONS ARE TO BACK OF CURB. 7. SALT STORAGE STRUCTURE IS NOT IN CONTRACT, BASE BID TO INCLUDE BITUMINOUS PAVING WITHIN SALT STORAGE STRUCTURE (STRUCTURE WILL BE CONSTRUCTED BY OTHERS) / +++ + + + +++ +++ + + +++ +++ +++ + + + +++ +++ + + + + + + + + + +++ — + + + +++ + + +++ +++ +++ + + + +++ +++ ' + + +++ +++ EXISTING +++ + +++++++ ' WETLAND �PELI�IINARY SITE CLAN ++++`+ ` , ' j` + + + +++ + + + +++ AREA +++ +++ ++++++ ++++++ North `++ + + + +++ +++ +++ +++ +++ +++ c7' ' 3c7 6c7' +++ + + + +++ + + + - J +++ +++ + + + + + + ___-------------- + STOP ++ + + Scale } SIGN ++++++ +++ + + + + , +++ ++ ++ ++ v N + + + � 140TH STREET NORTH l � 411, OERTEL i ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 651 696-5186 www.oertelarchitects.com PROJE" I 'J1E: Cityo o u f Hugo Public Works Facility Hugo, MN. 1 / 1 / I / I / I / 1 1 I 1 I 1 I 1 1 1 , 1 , 1 , 1 , 1 , 1 1 I I I I I I I I I I I I I I I 1 1 / I I 1 1 1 / 1 1 I I I I I I I I 1 / I 1 / / 1 1 / 1 EXISTING WETLAND AREA I I I I I I I I I i i i I 1 I 1 1 1 1 1 1 1 \ \ \ \ \ PROJECT NUMBER: 20-01 DATE OF ISSUE: JUNE 161 2020 DRAWN BY: CHECKED BY: EMW J LO REVISIONS: I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA SIGNATURE DATE LICENSE # SHEET NAME: SHEET NO: PROPOSED SITE PLAN A04,1 PLOTTED: 6-16-2020 FILE NAME: A0.1-2001.dwg / \ / \ / \ / \ STORM SUMMARY: BUILDING SQUARE FOOT SUMMARY OFFICE AND SUPPORT AREA = 7,965 S.F. SHOPS = 1,955 S.F. VEHICLE MAINTENANCE = 8,633 S.F. WASH BAY = 2,849 S.F. VEHICLE STORAGE & STAGING = 39,210 S.F. TOTAL (MAIN BUILDING) = 60,612 S.F. SALT STORAGE STRUCTURE (N.I.C.) = 3,612 S.F. MATERIALS STORAGE STRUCTURE = 3,116 S.F. 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COORDINATE WITH CIVIL DRAWINGS FOR EXTENT OF DEMOLITION, UTILITY WORK, NEW SITE CONCRETE AND PAVINGS, RE -GRADE AS SHOWN ON CIVIL DRAWINGS. 2. COORDINATE WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 3. COORDINATE ALL CONSTRUCTION THAT TAKES PLACE WITHIN ANY EASEMENTS (GAS, ELECTRICAL LINES, ETC.) WITH APPROPRIATE PARTIES PRIOR TO DEMOLITION AND CONSTRUCTION. 4. COORDINATE WITH ARCHITECTURAL DRAWINGS. 5. ALL CURB DIMENSIONS ARE TO BACK OF CURB. 7. SALT STORAGE STRUCTURE IS NOT IN CONTRACT, BASE BID TO INCLUDE BITUMINOUS PAVING WITHIN SALT STORAGE STRUCTURE (STRUCTURE WILL BE CONSTRUCTED BY OTHERS) 11'1\\\ ""I', // T. B // . / I ,, ____ + / \ _- + + + - '' +++ \ + + + --- It/ +++++. I---- ______ ------- + + +' / I � 11 EXISTING \\\\ 11 WETLAND \\\ 1 AREA \\ ) 1 1 I / 11111 1 --J 4 North PRELIMINARY SITE PLAN of 30' 60' 1 1 Scale I I I I I I I I I I I I I I I I I I I mmmi mmm MI 140TH STREET NORTH 1 II = 301-011 # 1 1 OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. 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SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 211 ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 611 INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12'' OF THE TOP OF THE ROOTBALL, THEI\ WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER A SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. 11. STAKE ASPENS WITH APPROVED STAKING METHOD. TREE PLANTING DETAIL - N.T.S. KIOTCC • NOTES 1. ALL DISTURBED AREAS ARE TO BE POWER -SEEDED WITH PRAIRIE MIX. REFER TO CIVIL DRAWING FOR EXTENT OF EARTHWORK. THIS INCLUDES THE NE STORM POND AND ALL OTHER DISTURBED AREA OUTSIDE OF THE FENCE LINE. 2. SOD AREAS SHOWN WITH 3. ALL EXISTING TREES, SHRUBS, AND ROOTS TO BE REMOVED WITHIN THE FACILITY GROUNDS AND OUTSIDE OF THE FENCE LINE @ DISTURBED AREAS. SEE CIVIL DRAWINGS. 4. ALL EXISTING TREES WITHIN THE WORK ZONE ARE "JUNK" TYPE (E.G. BH ELDER). 5. NUMBER OF TREES MEETS CITY REQUIREMENT BASED ON BUILDING SIZE. IT IS REQUIRED THAT THE NUMBER OF SHRUBS FALL BETWEEN BUILDING SIZE & PERIMETER, TOTAL OF 107. ++*:++++++++++++++++++++++++++++++++++-+++++++++++++++1++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++t++++++++++++++++++++++++ ++ +++++.t++++++++++ +++;++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++I + +++++::++++++++++ ++ `+ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ + R + ++ ++ ++ ++ + + + + + + + + ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +++++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +++ + +, + ++ +++ + ++.� + +++ +++ ++ ++ ++++;+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++I + ++++::++++ ++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++1++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++fi+++++++++++++++++++++++ + +++:r++++++++++ +++:++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++I +++::++++++ +++ +* ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ +++++ ++ +++++++++1+ ++ ++ ++ ++ ++ ++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + +++:++++++ +++ +: + + + + + + + + + + + + ++++++++++ + + + + + + + ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++++++++I + ++ ++ ++ +:+ + +++4. I++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++ + +++++t+++++++++++ + + +++*++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ ++++ + +++++++++++++++++++�+++ +++++ +++++ +++++ +++++ +++++ +++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++fi++++++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++ - + + . + +' + + +' + + +' + + +' + + +' + + +' + + +' + + +' + + + + + +' + + +' + + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + THIS AREA TO BE POWER -SEEDED VERIFY SPACING WITH ARCHITECT ++ I +++ ++++ ++;�+++++++++++++++++++++++++++++++++ + _ + + + - - 1 . ® �'�� + + + + + + + + + + + + + + + + + + + + + + + + 5 SM L++ + � ,- -_ -_ - .-/ __j'__4__ T 1I� . .P..--- �frr-------9 -"D _t C33 ,- U t CnZ0 00 + + ® C uluJ T + + + + + + + + + + + + + + + + + + + + + + + + + + + EXTEND HOLE EXCAVATION WIDTH +* ® �o ��� �� �®®®® ++++++++++++++++++++++++++++-+ + +++:+: 398'-8' ++++++ ++++++++++++++++++ ++ + M 1; I .1 I m dI�mI ® ��� + + + + + + + + + + + + + + + + + + + + + + + + + + r + AMIN.OF61BEYOND THEPLANT'SROOTSYSTEM ---+* �'-+++++++ ++++++++++++++++ + +++ +++ + +++++++++++++++++++++++++++++ +++ + 1 l +y++y+y+++y ++y+y++y+++++++++++++ ++ +oili EDGER AS SPECIFIED + ++ +� jJ ____-- _ _ ++ + + + ++ *+ ,++ . + :++ N---�t++ �-m----�- �-''. + + +++++++ + + + + ++++++ +++�+++++++++++++++++++++ + + + ++++++++++++++++++++++ + + ++ + ++ + ++ + ++ + + + ++++++ +++ +++ +++ +++ +++++ + + + + + + + + PREPARED PLANTING B +.0I + . ��1=.�,* . 11.I1I11.1111 11111. -.1111, -I 11111. -.1111, I 1111 11. 111. -.1-1, -++ ++ + + 5-LI POTENTIAL FUTURE OFFICE AREA ADDITION + + ++++++++++++ +++++++++++++++ ' + + ' + + ' ++ +++++++++++ ++++++++++++++++++++ ++++++ + ' + + ' + + - + + ' + + + + + ++SIOD+ENTIRE+AREA++++ ++++' +++'+++ + + + +++ ++ + + ++ AND BACKFILL SOIL -+* T . - ]['I.�,1 w -- .1-.1 ..'1.I'111- ..-1-- 1I 111. .11, I 1I11. .11, I MULCHW/4'HD EDGING& ' .fl a + ++++++++++++++++++++++++++++++ +++++++ +++++++-++++++++++++++ +++ O +++ THOROUGHLY LOOSEN +. + * + w I� :Cc �, FILTERFABRIC@SOUTHONLY+++++++++++++++++++++++++ II +� +. +++++++ + + + + + + + + + + + + + + + ++++ ++ ++ ++ ++ +++++ + + + ++ + ++ + ++ + ++ + ++ + + +++ + +++ + +++ + +++ + +++ + ++ + +++ +++ + +++ + + + + + +++ ( - + o z L + ++++++++++++++++++++++++++++++ +++++++ ++++++++++++++++++ +++ - ++ 6-T +++ 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-41I OF ORGANIC COMPOST. ,@ SHRUB/PERENNIAL PLANTING DEAIL N.T.S. PLANTING SCHEDULE -TREES KEY SCIENTIFIC NAME COMMON NAME QTY. SIZE NOTES CONIFEROUS BF ABIES BALSEMEA BALSAM FIR 7 6' ht. BB BS PICEA GLAUCA PUNGENS BLUE SPRUCE 4 6' ht. BB BH PICEA GLAUCA DENSATA BLACK HILLS SPRUCE 14 6' ht. BB NS PICEA ABIES NORWAY SPRUCE 2 6' ht. BB NP PINUS RESINOSA NORWAY PINE 5 6' ht. BB OVERSTORY NM ACER PLATANOIDES NORWAY MAPLE 3 2.5" cal. BB BO QUERCUS MACROCARPA BUR OAK 1 2.5" cal. BB SO QUERCUS BICOLOR SWAMP OAK 17 2.5" cal. BB SM ACER SACCHARUM SUGAR MAPLE 14 2.5" cal. BB RM ACER RUBRUM RED MAPLE 2 2.5" cal. BB ORNAMENTAL JT SYRINGA RETICULATA JAPANESE LILAC TREE 14 2" cal. BB CA MALUS IOENSIS CRAB APPLE 14 2" cal. BB SHRUBS LI SYRINGA SPECIES LILAC 5 3 gal. pot RD LOCALLY AVAILABLE SPECIES RHODODENDRON 3 3 gal. pot PR PEACE ROSE OR EQ. SHRUB ROSE 35 24" ht. cont. DR DAYDREAM OR EQ. SHRUB ROSE 40 24" ht. cont. JS JUNIPER SCANDIA 6 3 gal. pot BB EUONYMUS ALATUS BURNING BUSH 29 3 gal. pot MP PINUS MUGO MUGHO PINE 24 3 gal. pot AV ARROWOOD VIBURNUM ARROWOOD VIBURNUM 7 3 gal. pot AC VIRBURNUM TRILOBUM CRANBERRY 12 3 gal. pot +* o�� 11 1111 gl_pll + +++++++ +++++++++++++++ ++ o + + + �o III + + + o v + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ - + + w U!^) v l J - + + - FD T - + + + + + + + + + + + + + + + + + + + + + + ++ ++* o �� Q a a� o ++ . ++ + ;+- ;I + + +++++ + +++++++ +++++�c� + +++ + + ++++++++++++ ++++++++ + ++ ++ 0 o 0 + + -+* w - �� 45' O" 116' OII -++ + ++ I + + + + + ++ + ++ + + + +2rl�A+ + +++ + +++ +++++++++++ @ @@ 20-DR +.+.. + Q Q -++ � + ++++++++++++++ �o o ++ +* - + �w �� . ++ ++++ + +++ +++++++++++++++ ++ +++++++++++ +++++++++++ o +++ + ++ + + - ° ii + 9'@0, 41 PARKING SPACES - + + + + + + + + + + - �! , + + ++ + . + - ++* ,, MULCH W/ 411 HD ++ • w c� � GATE N EDGING AND +++ + +++ + + ; cc °° a FILTER FABRIC + + o o� 0 ° _ N +, + + + + i. 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PROVIDE ++ ++++I++I+++++++ ++ ++++++++++++++++; ++++++ ++++++++ +++++++ +++++ + + + + 4. + + + + + - + + + + + + + + + + I + + + + + + + + + + + + + + + + + + ++ + ` + + + + + + +.' + + + FENCING AROUND THE PERIMETER ++ ++ + +++++++++++++++ + +++ + ++ + ++ + ++ ++ ++ +++ + +++ + +++ + +++ + + M_ + + ++ ++ +++ + ++ + + + + + + + + + + + ++ + + + + + + + + + + 1. ++ + + + ++ ++ +i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + +++++++++++ +++++ + + + +++ + +++ + + + + + + + + + + + + + { '':- +++ + +++ + + + + +++ + + + + + + + + + + + + +++ + + + + + + + + + + - + + + +++ + + +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++ ++�+++++++++++++++++++; _, + ++++ + ++++++++++ ++++++++ +++++ 1 LI ++++ o +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ; + + + + + +_B� + + + + + + +_ + + + + + + + + + + + - + + + + + 3-R D + + + DRIP LINE THROUGHOUT ALL OF ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++ +t+++++++++++++++++++; ++++++ ++++++++++��++++++++ +++++ ++++ ++ DEMLITINAND NTRTIN. +++++++++++++++++++++++ +++++++++++++++++++++++++++ +++ ++++++++++++++++++,I +++++ +++++++++++++++++++++ +++++++ 1_SO 1SO +++++ o o cosuco ++++++++++ +++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++'+++++++++++++++++++++, � + ++ ++++ '+ + + + + + + + + + 101' 211 + + + + + + + + + + + + + + + + + + + + + + 116' 8" +++++'+++++'+++++'+++++'+ ++'+++++'++ AN-1" ++ + + + + + + + + + -45' 0°+ + + + + + + + + + + + + + + + + + + + + + + + + + *+ + /� + + ..... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +; : + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + .. +.+. +.+. ..+.....+... +_._+__+_ ._.+_._+_.._ +_._+__+_ ._.+_._+_.._ +_._+__+_ ._.+_._+_.._ +_._+__+__ __+__ _+__._ +__+_+__+__ _.+__ 1 5 WIDE CONTINUOUS +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++: + + + + ;+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.'. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .... + + + + + + + + + + i ;+ + 1-NS ++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++; h_JS SOD STRIP +_� I++++++++++++++++++++++++++++;++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++ + +++++++++++++++++ + ++ + ++ +++++++++++++++++++++++++ ++++++++++ ++ ++ ++ ++ ++ +++++++++++; + + M � I+ + + + + + + + + + + + + + . + STORM I + + + + +. + + + + + + + ; . + 5' WIDE CONTI UOUS SOD STRIP + +++ + +++ + +++ + +++ + +++ + ++ +++ ++ ++ +++++ ++ + +++ ++ +++ +++ +++ ++++++++++++++++++++++++ +++++++++++++++++++ ++ ++ +++++ ++ ++ ++ ++ ++ ++ ++ + + + +++ + +++ + , + + 4_LI - + ++ + � l+ + + + + + + + + + + + + + + + + + + + + + + + + + + k+ + + ++-++ ++-++ - ++-+++++++++++++++++++++++++ WATER _++ + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + , 1� + ,+ +++ AROUND CURB LINE + * `+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +TM AREFl POWER SEEDED+WITH+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + : + + + + + + .+.+ + + +++++++++++++++++ +++++++++++++++-I I+ +++ +++++++ N 0 +++++++++ ++ ++ ++ ++ ++ + +++++; ,4+ ++++++++++++++++++++++++++++++++++ R' +I' + + + + ++'+ ++. ++ ++ ++++++IFILTRATIN ++ +*;++++++++++++++++++++++++++++++++++++++++++++++++++ +++ POND ++++++++++++++++++++++++++++++++ +++ 2=J ++ ++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++ T ++- 6-SM +; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + >r + + + + + + + + + + + + + + + + + + + + + + + + + + T ,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + s..+'. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + 'r + + + .� .. ... .. .. .. ..... .. .. .. .. ... .. .... .. .. ... .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ti + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c� + + + + + + + + � + + + . .. ,+. 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THIS WILL BE STAKED PRIOR TO START OF LANDSCAPE WORK.. 5-MP IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I 140TH STREET NORTH w . EXISTING . 6-JT 4-BB 2-AV qw North PRELIMINARY LANDSCAPE PLAN 0' 30' 60' 1 1 1 Scale _ AREA 1 "= 30'-0" 14-SO 2-CA MULCH W/ 411 EDGING - & FILTER FABRIC - 3-AI + +'- ++++- 31'-411 +++ + II @Oeeo - - L MULCH W/ 4" HD EDGING & FILTER FABRIC 16-BB OOW ERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: Cy o City f Hugo g Public Works Facility Hugo, MN. PROJECT NUMBER: 20-01 DATE OF ISSUE: DUNE 1 1, 2020 DRAWN BY: EMW CHECKED BY: JLO HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA SIGNATURE DATE LICENSE # SHEET NAME: PROPOSED LANDSCAPE PLAN SHEET NO: A04oL PLOTTED: 6-18-2020 FILE NAME: AO.L_2001.dwg OERTEL 114:1 0 v 76'-0" 24'-6" 25'-0" e 24'-6" � a I I do d v II II WOOD TRUSSES, d° a WOOD RAFTERS & WOOD I FRAMING ABOVE d II II (SEE STRUCTURAL) I II II d a ° ° II II 12" C.I.P. REINFORCED I II II I 12" C.I.P. REINFORCED CONCRETE RETAINING WALLS I I CONCRETE RETAINING WALLS - SEE STRUCTURAL I I SEE STRUCTURAL ° (Approximately 104" above I (Approximately 10411above grade) I II I grade) II ° II II II II II II da° II I I II II II I I II II d d 0 II 6" REINFORCED CONCRETE I II 6" REINFORCED CONCRETE I 6" REINFORCED CONCRETE ° d Q SLAB ON GRADE - SEE I SLAB ON GRADE - SEE I SLAB ON GRADE - SEE ° STRUCTURAL I II II II STRUCTURAL I STRUCTURAL II II I II II II WOOD TRUSSES, I II II II WOOD TRUSSES, ° WOOD RAFTERS & WOOD I WOOD RAFTERS & WOOD ° FRAMING ABOVE I FRAMING ABOVE ad (SEE STRUCTURAL) I II I I II (SEE STRUCTURAL) II I I II d I II WOOD TRUSSES, WOOD RAFTERS & WOOD d FRAMING ABOVE II II (SEE STRUCTURAL) II II II — — — — — — — — — — — — — — — — — — — — — — — — — — — — ad II _ — — _ — — — _ _ — — _ _ — — — — — — — — — J-1_ — — — — — — — — — — — — — — — — — — — — — — — _ _ — — _ _ — REINFORCED CONCRETE PIERS - VERIFY WITH DESIGN - BUILD ENGINEER 0' 8' \ 71;/ Scale North I 44 \ 14'-0" CLEAR TO 2 UNDERSIDE OF STRUCTURE (TYP.) A0.4 MATERIALS STORAGE STRUCTURE PLAN DDCCIAI KATI CI ACUTAIC / 1 /4" 1'-0" REINFORCED CONCRETE PIERS - VERIFY WITH DESIGN - BUILD ENGINEER T.O. ROOF EL.119'-0" CAO REINFORCED CONCRETE PIERS W/ PAD FOOTINGS - SEE STRUCTURAL T.O. ROOF nnr rni mirrnrn rinr n—A—ARIT r rninn MATERIALS STORAGE STRUCTURE SECTION 1 /4" = 1'-0" HERMALLY TREATED FINISH LAP SIDING (RUN VERTICALLY) NVENT/ RAINSCREEN IRE -RETARDANT, EXTERIOR GRADE VOOD SHEATHING -IRE-RETARDANT, EXTERIOR GRADE ID STUDS IRE -RETARDANT, EXTERIOR GRADE VOOD SHEATHING C.I.P. CONCRETE WALL J` EL.1104" 1. BITUMINOUS PAVING EL.100'41 ALLS ve ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJEC— I P,'AE: City of Hugo Public Works Facility Hugo, MN. PROJECT NUMBER: 20-01 DATE OF ISSUE: JUNE 161 2020 DRAWN BY: EMW CHECKED BY: J LO REVISIONS O� L0 1O I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA SIGNATURE DATE LICENSE # SHEET NAME: I SLAB ON GRADE - SEE I I I I SLAB ON GRADE - SEE I MATERIALS STRUCTURAL REINFORCED CONCRETE REINFORCED CONCRETE STRUCTURAL REINFORCED CONCRETE PIERS W/ PAD FOOTINGS PIERS W/ PAD FOOTINGS REINFORCED CONCRETE STORAGE FSEE STRUCTURAL SEE STRUCTURAL [ STRUCTURE FOOTING -SEE STRUCTURAL FOOTING -SEE STRUCTURAL MATERIALS STORAGE STRUCTURE ELEVATION MATERIALS STORAGE STRUCTURE ELEVATION SHEET NO: 2 1/4" 1'-0" 1/4" 1'-0" A093 PLOTTED: 6-16-2020 FILE NAME: A0.3-2001.dwg WALL TYPES OA 3 5/8" METAL FRAMING w/ (1) LAYER%" GYP. BD. EACH SIDE -PROVIDE SOUND BATT INSULATION OB 6" METAL FRAMING w/ (1) LAYER %" GYP. BD. EACH SIDE -PROVIDE SOUND BATT INSULATION OC 8" REINFORCED CONCRETE MASONRY UNITS OD NOT USED OE 12" INSULATED ARCHITECTURAL PRECAST CONCRETE WALL PANEL OF METAL FRAMING AS REQUIRED FOR DEPTH INDICATED ON PLANS, MINIMUM OF 3 5/8" METAL FRAMING ON BOTH SIDES w/ AIRSPACE BETWEEN w/ (1) LAYER%" GYP. BD. EACH SIDE AND 3/" CEDAR SHIPLAP SIDING (VERTICAL) -VARNISH - PROVIDE SOUND BATT. INSULATION OMETAL FRAMING AS REQUIRED FOR DEPTH INDICATED ON PLANS, MINIMUM OF 3 5/8" ON BOTH SIDES w/AIRSPACE BETWEEN w/ (1) LAYER %" GYP. BD. EACH SIDE - PROVIDE SOUND BATT. INSULATION OH METAL FRAMING AS REQUIRED FOR DEPTH INDICATED ON PLANS, MINIMUM OF 3 5/8" ON ONE SIDE w/ (1) LAYER %" GYP. BD. ON ONE SIDE - PROVIDE SOUND BAT". INSULATION OI 4" METAL FRAMING w/ (1) LAYER %" GYP. BD. EACH SIDE - PROVIDE SOUND BATT INSULATION CCAICOAI KIATIC. ALL INTERIOR WALLS (C.M.U., METAL FRAMING & GYP. BOARD) ARE FULL - HEIGHT, TO UNDERSIDE OF METAL DECK/ PRECAST PLANK UNLESS INDICATED OTHERWISE PROVIDE WATER RESISTANT BACKING BOARD @ ALL REST ROOM, LOCKER ROOM, & SHOWER LOCATIONS SEE STRUCTURAL FOR LINTEL SCHEDULE ENTIRE NORTH PRECAST CONCRETE WALL TO BE REMOVABLE IN THE FUTURE (FOR FUTURE ADDITION) COORDINATE WITH CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS BUILDING PLAN NOTES Ol INTERCOM 1 B FULL HEIGHT 24" x 24" PREFINISHED METAL LOCKERS 3p ELEVATED CONCRETE MAINTENANCE PAD (4" ABOVE ADJACENT FLOOR SLAB) 44 WASTE OIL RECEPTOR 57 BOOT DRYER (BY OWNER) ]j TRASH RECEPTACLE GROMMET AT COUNTERTOP SLIGHT SLOPE / PITCH TO DRAIN AWAY FROM WALL O2 PRESSURE WASHERS 17 ADA TRANSFER SHOWER 45 MEZZANINE STAIRS (SEE X/A5.9) 58 VENDING MACHINES (BY OWNER) 72 WOOD BLOCKING AND PLYWOOD SHEATHING AS REQUIRED IN WALL ASSEMBLY 31 AIR REEL (W/ 100' HOSES) FOR HEAVY DUTY PAPER TOWEL DISPENSER (DISPENSER BY OWNER) Q3 COFFEE MAKER (BY OWNER) 1 g TOILET/ URINAL PARTITION 46 MEZZANINE STAIRS (SEE X/A5.9) Sg NOT USED 32 WATER COOLER W/ BOTTLE FILLER 73 12" CLEAR INTERIOR WIDTH, CONTINUOUS PRECAST POLYMER CONCRETE TRENCH 04 OVERHEAD EXHAUST HOOD 1 g COUNTERTOP W/ SINK(S) 47 6O OUTLINE/ EXTENTS OF OVERHEAD BRIDGE CRANE HOOK COVERAGE (ABOVE) DRAIN WITH HEAVY DUTY GRATES (SEE EN 33 2-POST VEHICLE LIFT - BOLT DOWN (COORDINATE LOCATION WITH OWNER) HOOK COVERAGE IS 73' z 64' O5 WORKBENCH (BY OWNER) 20 SEMI -RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE 4$ WASTE OIL TANK 74 26" CLEAR INTERIOR WIDTH, CONTINUOUS CAST -IN -PLACE CONCRETE TRENCH DRAIN 34 OVERHEAD DOOR LOOP DETECTOR 6j LARGE FORMAT TV / MONITOR (BY OWNER) WITH HEAVY DUTY GRATES (SEE X)A 06 AIR REELS (W/ 50' HOSES) 21 FULL HEIGHT 18" x 24"PREFINISHED METAL LOCKERS 49 BULK LUBE STORAGE TANKS 35 EMERGENCY EYE WASH STATION W/ SHOWER 62 RANGE HOOD (ABOVE) 75 48" x 48" x 48" DEPTH, CAST -IN -PLACE CONCRETE SEDIMENT RETAINMENT PIT WITH Q] WATER REELS (W/ 50' HOSES) 22 PREFINISHED METAL LOCKER INFILL 50 SPILL CONTAINMENT PIT- SEE 05.X HEAVY DUTY GRATES (SEE XXXX) 36 HAND WASH SINK 63 WORK SURFACE (BY OWNER) 08 PERSONAL ITEM STORAGE SHELVING & COUNTERTOP (SEE INTERIOR ELEVATIONS) 23 COUNTERTOP / CABINET (SEE INTERIOR ELEVATIONS) 51 DRINKING FOUNTAIN /WATER COOLER 76 40" x 48" x 44" DEPTH, CAST -IN -PLACE CONCRETE SEDIMENT RETAINMENT PIT WITH 37 EMERGENCY EYE WASH STATION 64 SHELVING ABOVE WORK SURFACE (BY OWNER) HEAVY DUTY GRATES (SEEXXXX) �g REFRIGERATOR (BY OWNER) 24 CLOTHES DRYER (BY OWNER) 52 5 LUBE REELS (W/ 50' HOSES) 38 FLAMMABLE WASTE TRAP (W/ MINIMUM 250 GALLON SEDIMENT RETENTION) 65 AIR COMPRESSOR ]] VEHICLE UNDERCARRIAGE WASH SYSTEM -VERIFY FINAL LOCATION WITH OWNER 10 MICROWAVE OVEN (BY OWNER) LOCATED IN CABINETS ABOVE (SEE INT. ELEVATIONS) 25 CLOTHES WASHER (BY OWNER) 53 6-LEG PARALLELOGRAM VEHICLE LIFT (COORDINATE FINAL LOCATION WITH OWNER) AND ARCHITECT PRIOR TO INSTALLATION (SEE UN 39 OVERHEAD WELDING EXHAUST ARM w/ RECESSED REINFORCED CONCRETE PIT, WALLS, AND SLAB w/ INTERIOR 66 BACK-UP GENERATOR 11 COUNTERTOP W/ RANGE/ OVEN AND CABINETS (SEE INTERIOR ELEVATIONS) 26 MOP SINK W/ F.R.P. SURROUND DIMENSIONS OF APPROXIMATELY T-4"x 42'4" (WALLS TO BE 8" REINE CONCRETE, 7$ PLUMBING ROUGH IN FOR FUTURE UTILITY SINK (WATER AND SEWER) 4O CASEWORK / WORKSTATIONS / COUNTERTOPS (SEE INTERIOR ELEVATIONS) PIT SLAB TO BE 9" REINFORCED CONCRETE -VERIFY w/ LIFT MANUF.) 67 1 %" O.D. STEEL GUARDRAIL (PAINT), POSTS @ APPROX. 6' O.C. 12 TRASH /RECYCLING AREA (CONTAINERS BY OWNER) 27 WATER REEL (W/ 100' HOSES) (FLOOR DRAIN IN BOTTOM OF PIT) 41 INDUSTRIAL WASH BAY CURTAIN (ALTERNATE) 68 HINGED, IN -SWINGING 1 %" O.D. STEEL GATE/GUARDRAIL (PAINT) - 8' CLEAR OPENING 13 UPPER CABINETS (SEE INTERIOR ELEVATIONS) 2$ UTILITY SINK 54 2-POST VEHICLE LIFT- IN GROUND POSTS (COORDINATE LOCATION WITH OWNER) 42 EMBEDDED WELDING PLATES (PROVIDE 6 AT WELDING BAY) -VERIFY LOCATIONS 69 AIR REEL (W/ 75' HOSES) j 4 COUNTERTOP W/ SINK AND CABINETS BELOW (SEE INTERIOR ELEVATIONS) 2g SHELVING (BY OWNER) 55 HAND DRYER 43 EMBEDDED WELDING PLATES (PROVIDE 12 AT MAINT. BAYS) -VERIFY LOCATIONS ]Q ROOF ACCESS LADDER (SEE )/A5.8) 15 WOOD BENCH 56 ROOF ACCESS LADDER (SEE z/A5.8) FUTURE ADDITION 36,360 S.F. %7 1/16"=1'-0" Scale North At', � OERTEL i ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJEC— I i`b1E: City of Hugo Public Works Facility Hugo, MN. PROJECT NUMBER: 20-01 DATE OF ISSUE: JUNE 161 2020 DRAWN BY: EMW CHECKED BY: J LO REVISIONS O10k L0 O`� 1O I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA SIGNATURE DATE LICENSE # SHEET NAME: BUILDING PLAN PLOTTED: 6-16-2020 FILE NAME: A1.1-2001.dwg SHEET NO: Al 91 NHLFINISHLU ALIAL MINE CAP / FLASHING / COPING - BEYON 12" INSULATED PRECAST WALL PANE (FINISH #3 - BUFI EXPOSED AGGREGATE) -BEYON 12" INSULATED PRECAST WALL PANE (FINISH #4 - BUF SMOOTH / SANDBLASTED) - BEYON PREFINISHED METAL PANE CAP / FLASHING / COPIN 12" INSULATED PRECAST WALL PANE (FINISH #3 - BUFI EXPOSED AGGREGATI 12" INSULATED PRECAST WALL PANE (FINISH #4 - BUF SMOOTH / SANDBLASTEI EXTERIOR ELEVATION EAST ELEVATION PREFINISHED METAL PANEL CAP / FLASHING / COPING 12" INSULATED PRECAST WALL PANEL (FINISH #1- OFF-WHITE, EXPOSED AGGREGATE) LIGHT FIXTURE (SEE ELECTRICAL) PREFINISHED ALUMINUM OVERHEAD DOOR W/ TINTED D.I.G. STEEL BOLLARDS (PAINT) 1/8" = 1'-0" INI PARTIAL SOUTH ELEVATION 1/8" = 1'-0" -- - W/ TINTED D.I.G PREFINISHED METAL PANEL PREFINISHED METAL CAP / FLASHING / COPING PREFINISHED METAL CAP/ FLASHING / COPING BEYOND CAP / FLASHING / COPING 12" INSULATED PRECAST WALL PANEL 12" INSULATED PRECAST WALL PANEL 12" INSULATED PRECAST WALL PANEL 12" INSULATED PRECAST WALL PANEL 12" INSULATED PRECAST WALL PANEL (FINISH #2 - OFF-WHITE, (FINISH #1- OFF-WHITE, (FINISH #1- OFF-WHITE, (FINISH #2 - OFF-WHITE, (FINISH #1 - OFF-WHITE, SMOOTH / SANDBLASTED) EXPOSED AGGREGATE) r I I I I EXPOSED AGGREGATE) - BEYOND r I I SMOOTH / SANDBLASTED) EXPOSED AGGREGATE) I I - __________ ________ I I _i------------- L------ ________________________________________________________________ _______________________________________________________ I _____________i__________________________________ I ________________________ ___ ___________________________________________________IV I I I I I I I I I I I I I ------------- ------- HLTC�O PUBLIC W0RKS \\ \\ W06 O W07 O W07 O WOS O W08 O WOS O W07 O W09 O W07 O W10 O W15 O W16 O O W17LAH \ � / / WIN �w 12" INSULATED PRECAST WALL PANEL (FINISH #3 - BUFF, EXPOSED AGGREGATE) 12" INSULATED PRECAST WALL PANEL (FINISH #4 - BUFF, SMOOTH / SANDBLASTED) EXTERIOR ELEVATION WEST ELEVATION %' DEPTH SHIPLAP THERMALLY TREATED WOOD SIDING —, 6" DEPTH PREFINISHED ALUMINUM PREFINISHED METAL—/ 6" DEPTH PREFINISHED ALUMINUM 12" INSULATED PRECAST WALL PANEL EXTERIOR ELEVATION - VERTICAL (STAIN) STOREFRONT WINDOWS W/ TINTED D.I.G CAP / FLASHING / COPING STOREFRONT WINDOWS W/ TINTED D.I.G (FINISH #1- OFF-WHITE, (AT CANOPY) EXPOSED AGGREGATE) PARTIAL SOUTH ELEVATION 1 /8" - 1'-0" PREFINISHED METAL PANEL CAP / FLASHING / COPING 12" INSULATED PRECAST WALL PANEL (FINISH #3 - BUFF, EXPOSED AGGREGATE) 12" INSULATED PRECAST WALL PANEL (FINISH #4 - BUFF, STONE VENEER SMOOTH / SANDBLASTED) PREFINISHED METAL CAP / FLASHING / COPING STONE VENEER 4" DEPTH THERMALLY TREATED , I I WOOD SIDING - VERTICAL (STAIN) -- STONE VENEER — ---- ---- ' PREFINISHED METAL CAP / FLASHING / COPING W20 (AT CANOPY) STEEL COLUMNS (AT CANOPY) - PAINT W18 \ 6" DEPTH PREFINISHED ALUMINUM STOREFRONT WINDOWS W/ TINTED D.I.G 12" INSULATED PRECAST WALL PANEL (FINISH #1 - OFF-WHITE, EXPOSED AGGREGATE) EXT E R I 0 R E L EVAT I O N C3 EAST ELEVATION 1/8" = 1'-0" LIGHT FIXTURE (SEE ELECTRICAL) 1/8" = 1'-0" N PREFINISHED ALUMINUM OVERHEAD DOOR W/ TINTED D.I.G. STEEL BOLLARDS (PAINT) HOLLOW METAL FRAME (PAINT) W/ TINTED D.I.G HOLLOW METAL DOOR & FRAME (PAINT) W/ TINTED D.I.G HOLLOW METAL FRAME (PAINT) W/ TINTED D.I.G HOLLOW METAL DOOR & FRAME (PAINT) W/TINTED D.I.G 6" DEPTH PREFINISHED ALUMINUM STOREFRONT WINDOWS W/ TINTED D.I.G E03 PREFINISHED METAL CAP / FLASHING / COPING a/'DEPTH THERMALLY TREATED WOOD SIDING -VERTICAL (STAIN) VENEER 6" DEPTH PREFINISHED ALUMINUM STOREFRONT WINDOWS W/ TINTED D.I.G ANODIZED ALUMINUM SIGNAGE 1� \ I� l PREFINISHED ALUMINUM OVERHEAD DOOR SLIGHT FIXTURE (SEE ELECTRICAL) W/ TINTED D.I.G. STEEL BOLLARDS (PAINT) PREFINISHED METAL PANEL CAP / FLASHING / COPING - BEYOND 12" INSULATED PRECAST WALL PANEL (FINISH #3 - BUFF, EXPOSED AGGREGATE) -BEYOND 12" INSULATED PRECAST WALL PANEL (FINISH #4 - BUFF, SMOOTH / SANDBLASTED) - BEYOND PREFINISHED METAL PANEL CAP / FLASHING / COPING 12" INSULATED PRECAST WALL PANEL (FINISH #3 - BUFF, EXPOSED AGGREGATE) 12" INSULATED PRECAST WALL PANEL (FINISH #4 - BUFF, SMOOTH / SANDBLASTED) HOLLOW METAL FRAME (PAINT) W/ TINTED D.I.G HOLLOW METAL DOOR & FRAME (PAINT) W/TINTED D.I.G At', T# OERTEL i ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJE" I 'J9E: City of Hugo Public Works Facility Hugo, MN. PROJECT NUMBER: 20-01 DATE OF ISSUE: JUNE 161 2020 DRAWN BY: EMW CHECKED BY: J LO REVISIONS I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA SIGNATURE DATE LICENSE # SHEET NAME: SHEET NO: EXTERIOR ELEVATIONS A34,1 FIRE PROTECTION GENERAL NOTES: A. -Id eawmplete antl Nlry functlming rite protedlon sprinklersystem In acwtlance will M. requirement M Natinnal Fire Praecdm Asse—rah (NFPA) st —d., moat unWent slate fire code, other appliwbk: state antl local codes, Me owners insurance derwriter, and the additional requirements of theauthority having jumdhi on. All s.eery fire prolecdon spnnkl.r sys equipment, piping, valuing, components, pedagles ana acwssodes snail be provl wnetlter or na specmwlly shown on Me drawings. S.—all p ih and pay.11 fees in connection will M. mechanical work. B. The complete installation of the fire ph—lim sprinkler system shall comply weh NFPA requirements, state fire mtla requirements, antl M. additioh.1 requirements Mihe ,-my having jurisdiction. C. Route a fire sprinkler mains ah.h is lM hM utilize the most eRici.nt spare vailable and toe id ihl,* ra weh oMer building equipment and systems. Field verify actual muting of mains pnort beginning fabricatim and insulation. D. Do rill mn ire sprinkler piping near roll mounted—lnod dh—., combustion air make bwem, or enry intake or relief airdudwark whlcI, may subject the pipe to potential freezing wndifions. E. Provide fully recessed spnnmere with coverytles In all areas Mat have finial ceilings, and bass upright type fire sprinkler heads in all areas will exposed simdure ceilings, unless lndkattl otherwise on the drawings or in M. pmj.d sp.cif lima. F. Refer to th.ardtitciuu reflected ceiling plane for M.o 11 relactd reiling layout. —di—fire sprinkler h..d layout weM1 abler ceiling equipment antl ceiling--dural fwNres. Fire sprinkler hwd bcations indicated on the—ite I relleded ceiling plans supereetle blase Indiretd m Me mecM1anical tlrawing.. G. rovitle timely ant proper layout Mfire prMedion spnnklersystmsand N,,pmeM. C.-im 1. fire pmtdion wok, I.uding pipe routing antl epnhkl.r head locations, weM1 work a other I.- prior W adenng Nq ,phh.., beginning system fabdwtlon, antl beginnihgin.utiion. Cmrdination shall be the responsibility of Me fire protection H. Al ire protedlon syst , piping antl equlp—sM1all be suppo from the b,11ding in cc .nre with the requirements of NFPA stMeM 13 ant appli.bl. sl and lmal codes. I. Prwid..laevas for all piping penetrations swells and floors. J. CeoNinat. inspector fast drain loretions weh—it.ci pnorto beginning installation. K. IMomration indicated on Me drewings regarding utility service pressures, locations, in antl materials, M1as been obtinetl fmm a representative Mibe utilty a[ Me Iftle g ii8 Verdy such information pnto fabricating and Installing any components attl witM1 utilityconnections and notify engineer Many tleviation before beginni Instllaoon of ibe system. L. Refer also M ductwork ant lighting d—ing. for—ination antl m Me phje mechanical speceiwtisns f fuller information ant—iti... I requirements. M. Refer also to plumbing and lgMing plans for coordinadm and fie the pr je .—hi, scedlcatlons for fwber Informalon and atldelonal requirement. N. The Ire protdion wht.d.r sM1all... dinate all work antl muting weM1 o rt.d.. p Istallati,h of system to ensure proper sequendng of work wehout delaying or mpeinng abler trod.. In their padormanre of work. Th. fire pmleaion canbacbr aha spbedule work to meet the project —dull. The fire protection co t—Irsban rem, 0. The fire protd'wn contreaor sM1a11-ad all muting a sprinkler mains thru smirwells unless absolutely necessary antl poor approved by aroM1e P. The fire proted'an whim —shall foibw Me rputing of pipi,"ith the spew. cM1ases, aefit, etc. t —id arry.xpos.d piping or mutihg mrMi Q Th, ire prolecl wnlraclor 0111 cooMlnat all routingMmainstltmsblrwells,clear- s, open vestibules, sic. weh M. amhned pear t installation. I muting m rot approved pnor h, installafion, the fire protection Contractor sM1a11 be responsible for all cost related w moving Me piping. R. Th. ire protection wnlmctor sM1a11 coordinateallroutingofexposedmainsonMI.- walls as to route from one elevation to another du. t tailing heights, structure, sic. Th. conbador shall clearly doamenl routing on plans ant meet —hi-t on see to verify routing prior to instllatbn. If exposed piping routing is Ill approved prior M Installation, the fire protection mM.—shall b. remmaibl. far.1I met related M moving the piping. 2 ENLARGED FIRE PROTECTION PLAN 114" = 1'-0' OTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651)696-5156 www.oertelazchitects.cam City of Hugo Public Works Facility Hugo, MN. MPaulson &Clark Engineering ca� MR.aa� omcc IwTI amiss wwwpaulwnclarkcam 19-10 0512712020 WFC TLW Gdl, �pEy I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 0.Y1]I2g2o ��. FIRE PROTECTION PLAN - MAIN LEVEL M6.0 FIRE PROTECTION GENERAL NOTES: A. Provitleacomplete antl fully functioning fire protedbn sprinkler system in aaoNanca wdn me requiremenm d National Fire Protection Psmdation (NFPA) standards, most rate fire code, other applicable tide and local codes, the mvner5 insurance udd—It<a, and the atltleonal requirements of m< aumodty Mving judsdldlon. All n saryfir.protectiansprinklersystemequipmeM,piping.valving,componenm, specialties and aaess i shall be provided whdheror not specRcallyshown on the erewirrga. secure all cermits and pay all reel m mnnedion wfin the mechanical work. B. The complete installation of the dre protection sptlnklersystem shallcamplywdh NFPA requiremenm,.mta fire cotle requirements, antl the atltlitional requir.meMs of ma aumonry gjpn,didi,d. C. Rod.dfire.pmkl.rm.id. shown is lnta— m wiliza ma moat effioi.Mapace vailable antl to avdtl interference wim dher building equipment antl sydems. Field vaMy adusl routing d mains poor h, beginning fabrication antl installation. D. W nct run fire sprinkler piping near roof mounted relief hood ductwork, combustion air ntak.lou— orany intake a relief air ductwork Iddth may.ubjad th. pipe I. Potential freezing wndidms. TEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 651 696-S1S6 W W W.00rICIazChitCCtS.COm E. Provide fully recessed spnnklere wim Cov.rplat.am all areas ma[ nave fini—coillrge, and b2ss upright type llr<apH.kl,,h<ads In allarea, w+m<xposed It—, Ilinga. City of Hugo unless i—d omarwis. d on me rawing. or In th. pmjed.pecification.. md F. Rd<r to the arcni[<ctural reflected ceiling Bans forme overall reflected ceiling layout Public Works Coordinate fire ;, nkl.rhead Iayp fth Dinerreilidg equipment and ceiling archth-1l fee . Flrespdnkler M1eadlxatlons Id,11 tl on the I,Iteduml redectetl telling plan..upe—th— indit-d on me mecnanical drevdngs. P(yelllty G. Provide timely and proper layout d fire protection spn.kI,r systems aMd ipn<nt. Coordinate fire i-Wing head Icoadan., protection work, pipe muting and spnndar wim wont d dMr turtles poor to oMenng equipment, beginning system fabrication, antl beginning imtallation. Coordination shall be me responsibllitydmefire protection H. Al fire protection system., piping antl equipment.nall b. supportdfiom me building co.NI.. wim me requirements Id NFPA sta - 13 and applicable data and local �nwades. I. Pmvltle sleeves for all piping p... II...Id ells antl ficors. Hugo, MN. J. Coprdi inspedmtedd-d 1--th .—Id prior to beginning m.talletion. K. Infmmdicn'mdlt-d an me drawings r.g.r,mg utility.ervice Oresaurea, Iccatbns, invert elevadans antl metenels, has been obtainetl from a representative d me utility It the dine d tle.g,. Verify sucn information piormmbri-mg antl instilling any componenm asso cis etl wim utility wnn.rAms antl notify engineer of any deviation bdore beginning m.mlldion or m<.nt<m. P-Lson BClark Engineering - :- .:,„„,,,,,,Kn.... i..v..i.Fa . �tiy�J 1. Refer III du— and lighting tlrawings fa coordination antl to me pmjed mechanical spec donator fudner irformation and adddional requirements. eke MN SSldlo OMcc Irsj 6oyro5a M. Refer also to plumbing and ligMlrpq plans for coodination and to me protect mechanical spacificdion. for miner Information antl Mtlitional requir.meM.. wwwpaulwnclarkcam N. Tne fire protecion contractor shall coordinate all work aM railing wtlh ctnertd d<a pn,r to delaying atalladan of system ensure proper.equendng ofwork wimom or mp dui. dhertmtles in their pendmanco dwork. The fire protecdm coMracta shall xnetlule work m meat ma prgect.cnMule. The fire protection contractor snail remove antl reinstall arty antl all piping antl sprinkler neMs mat are In conflict with otM1er mechanical tratles at me fire protecon mno-actols expense antl It no atltlitmal cost to ma owner. O. Tne fire protection conhador snail avoid all routing d.pnnd.r mains rain stairwells unless absolmaly necessary antl Oriorapproved by amnited. P. The fire protection contractor snail fdlow me muting of pipirg with th. apace, cna..s, . s, etc. I. avok arty exposed piping or muting conflicts. Q. Tne fire protection contractor snail cookiret. all mudng of main. mm.mirwella, cleer- staies, open vestibules, eke wim the archited prior to'mstallatlon. If routing Is not approved prior to insmlintion, the fire pro im contractor snail be responsible for all coat related tp moving th. piping. R. The fire protection conhactor snail coordirete.1I mudng of exposed mains on finisnetl walls as to route from one elevation to another due to ceiling hegnt5, structure, tic. The contradorsnall clearly document routing on plans and mcet archited on site to vefiry King m installation. d is m instellelion, pna axpo.atl piping routing not approvatl prior me fire proted'an contractor shall be responsible for all cost relded to moving me piping. recruaAf Ptwns roR csluN� ryas, RSlsRrs 19-10 052712020 W FC TLW Gdl, O��piy I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA �. 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' 0.0 0.1 +0.1 +0.1 +0.2+0.2 0.2 0. 0.0 0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 , 0.0 ++�v0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 . +++++++++++++++++-+o.o -_F Plan View Scale - 1" = 30ft �r ��„Q rWDGE1 L E D „sfii Architectural Wall Sconce .. ,(M _2rimmi Specifications Depth (D1): 5.5" Depth (1132): 1.5" Height: 8" Width: 9" Weight- 9Ibs (without options) vV Catalog Number AA ,,,e, tr,e Introduction The WDGE LED family is designed to meet specifier's every wall -mounted lighting need in a widely accepted shape that blends with any architecture. The clean rectilinear design comes in four sizes with lumen packages ranging from 1,200 to 25,000 lumens, providing true site -wide solution. WDGE1 delivers up to 2,000 lumens with a soft, non-pixelated light source, creating a visually comfortable environment. The compact size of WDGE1, with its integrated emergency battery backup option, makes it an ideal over -the -door wall -mounted lighting solution. r' WDGE1 LED74W L r r' r -- -- 1,200 rr1 2,000 -- -- - - WDGE2 LED 18W Standalone/nLight 1,200 2,000 3,000 4,500 6,000 -- WDGE3 LED 18W Standalone / nLight 7,500 8,500 10,000 12,000 - -- WDGE4 LED -- -- Standalone / nLight 12,000 16,000 18,000 20,000 22,0001 25,000 • • ' EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD WDGEI LED Pl P2 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K' 5000K 80(RI 90CR1 VF Visual comfort forward throw VW Visual comfort wide E4WH3 Emergency battery backup, CEC compliant (0, 0°C min) PE^ Photocell, Button Type DS Dual switching ( comes with 2 drivers and 2 light engines; see page 3 for details) DMG 0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately) BCE Bottom conduit entry for premium back box (PBBW). Total of4 entry points. Accessories Ordered and shipped separately. WDGEAWS DDBXD U WDGE 3/8inch Architectural Wall Spacer (specify finish) WDGEIPBBW DDBXD U WDGE1 Premium surface -mounted back box (specify finish) WSBBWDDBXD U Surface -mounted back box (specify finish) MVOLT 347' Shipped included SRM Surface mounting bracket ICW Indirect Canopy/Ceiling Washer bracket (dry/damp locations only)' Shipped separately AWS 3/8inch Architectural wall spacer BBW Surface -mounted back box PBBW Premium surface -mounted back box (top, left, right conduit entry) I . : DDBXD Dark bronze i DDBTXD Textured dark bronze DBLXD Black DBLBXD Textured black DNAXD Natural aluminum I DNATXD Textured natural aluminum DWHXD White i DWHGXD Textured white DSSXD Sandstone ! DSSTXD Textured sandstone D Series Size 0 Lt LED Area Luminaire rotes NOTES 1 50K not available in 90CRI. 4 PE not available with IDS. 2 347V not available with 5 Not qualified for DLC. Not E4WH, IDS or PE. available with E4WH. 3 E4WH not available with PE or IDS. Type AA1 / BB/ 13131 / 13132 9 'NIGHTTIME.J A. 2111, Hit the Tab key or mouse oa FRIENDLY Ppq Introduction d"series r ^ n The modern styling of the D-Series is striking Specifications yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with EPA: 0.95 ftz its environment. The D-Series distills the benefits (.09 m') <:W of the latest in LED technology into a high Length: 26"() (66.0cm) performance, high efficacy, long -life Luminaire. The Width: 13" outstanding photometric performance results in (33.0 cm) sites with excellent uniformity, greater pole spacing Height,: (762 m") L.I and lower power density. It is ideal for replacing up �t to 40OW metal halide with typical energy savings Height,: (1787m) H, of 70% and expected service life of over p Weight 16 1bsL(max): 100,000 hours. (7.25 kg) W 12 �1 A+ Capable options indicated by this color background. • EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSXO LED DSXO LED Forward optics Pi P4 P7 P2 P5 P3 P6 Rotated optics P10' P12' P111 P13' Shipped installed 30K 3000 K 40K 4000 K 50K 5000 K T1S Type I short (Automotive) T5S Type short MVOLT415 Shipped included T2S Type II short p T5M Type medium' 1205 SPA Square pole mounting T2M Type II medium T5W Type wide' 2081 RPA Round pole mounting T3S Type III short : BL( Backlight control' 2405 WBA Wall bracket' T3M Type III medium LC(0 Left corner cutoff' 2775 SPUMBA Square pole universal mounting adaptor' T4M Type IV medium : RCCO Right cornercutoff3 3471•1 RPUMBA Round pole universal mounting adaptor' TFTM Forward throw medium 4805.E Shipped separately T5VS TypeVveryshort' KMA8DDBXD U Mast arm mounting bracket adaptor (specifyfinish)e NLTAIR2 nLightAIR generation 2enabled910 0 PIRHN Network,high/low motion/ambient sensor" PER NEMA twist -lock receptacle only (control ordered separate)" PIERS Five -pin receptacle only (control ordered separate)113 0 PER7 Seven -pin receptacle only (leads exit fixture) (control ordered separate)113 DMG 0-1 OV dimming extend out back of housing for external control (control ordered separate)" PIR High/low,motion/ambient sensor,8-15'mounting height, ambient sensor enabled at 5fc"," PIRH High/low, motion/ambient sensor, l5-30' mounting height, ambient sensor enabled at 5fc"," PIRIFC3V High/low,motion/ambient sensor,8-15'mounting height, ambient sensor enabled at lfc",11 PIRHIFC3V High/low,motion/ambient sensor,l5-30'mounting height, ambient sensor enabled at 1fc",11 FAO Field adjustable output" fA L/THO/V/A L/GHT//VG° Catalog Number Notes Shipped installed HS House-sideshield1e SF Single fuse (120, 277, 347V) 5 OF Double fuse (208, 240, 48OV) 5 L90 Left rotated optics' R90 Right rotated optics' DDL Diffused drop lens18 Shipped separately BS Birdspikes19 EGS External glare shield FEATURES & SPECIFICATIONS INTENDED USE- The CLX is a linear lighting solution that is available in multiple lengths, lumen Type CC packages and distributions. Designed for versatility, the (LX can address virtually any indoor lighting need. The CLX is also offered in standard and high efficacy configurations and capable of being continuous row mounted or installed as a stand-alone fixture. Ideal for uplight and downlight in commercial, retail, manufacturing, warehouse, and display applications. Certain airborne contaminants can diminish the integrity of acrylic and/or polycarbonate. Click here for Acrylic-Polycarbonate Compatibility table for suitable uses. CONSTRUCTION - Channel and cover are formed from code -gauge cold -rolled steel. Housing and lens endcaps are injection molded plastic to provide a more architectural look and feel. The endcaps come standard with a 7/8" knockout for continuous mounting but can be ordered without. Finish: Paint options include high -gloss, baked white polyester (WH), galvanized (GALV), matte black (MB) and smoke gray (SKGY). Five -stage iron phosphate pre-treatment ensures superior paint .11 adhesion and rust resistance. c If - OPTICS - Offered with acrylic lens and less lens configurations. Provides a choice ofoptical distributions including, wide, narrow, and aisle. ELECTRICAL- Utilizes high -output LEDs integrated on a two -layer circuit board, ensuring cool - running operation. Optional internal pluggable wiring harness for reduced labor cost in row mounting Flat Diffuse Lens applications. (See PLR_ ordering information on page 14.) Electronic LED driver is multi -volt input and 0-10V dimming standard (see Operational Data on page 12 for actual wattage consumption). This fixture is designed to withstand a maximum line surge of 2.5kV at 0.75kA combination wave for indoor locations, , for applications requiring higher level of protection additional surge protection must be provided. L70>100,000 hours at 25`C. LEDs provide nominal 80 CRI or 90CRI at 3000 K, 3500 K,4000 K, or 5000 K. Lumen output up to 2,500 lumens per foot. INSTALLATION -Fixture maybe ceiling orwall mounted (with or without THCLX hanger or angle Round Diffuse Lens mounted with CLXANGBRT), pendant orstem mounted with appropriate mounting options. WARNING - Removing the lens and opening the fixture during installation exposes the LEDs, putting them at risk for damage. Ifyou plan to surface mountthe fixture, we recommend using theTHCLX.This eliminates the need to open the fixture. If you plan to continuous row mount, we recommend using the PLR wiring harness option. This eliminates the need to open the fixture. Damage to the LEDs caused during installation will not be covered under the warranty. Wide Diffuse Lens LISTINGS - CSA certified to US and Canadian safety standards. For use in damp locations between -47 (-20'0 and 104°F (40°C).Optional High Ambient (HA) ranging to 122°F(50°C) available on certain lumen packages (See ambient temperature chart for additional information). DesignLights Consortium® (DLC) Premium qualified product and DL( qualified product. Not all versions ofthis product maybe DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designliqhts.org/QPLto confirm which versions are qualified. WARRANTY- 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end -user environment and application. + G A All values are design or typical values, measured under laboratory conditions at 25 °C. `4PAS t In DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white LED Linear CLX 24", 36", 48" and 96" Lengths ME6Us' c us P_ # OERTEL 11 ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com City of Hugo Public Works Facility Hugo, MN. - r _ _ _ n r _ .- L - vu'iwl.Q,.V..i i .x.,C :..I��n� FN i itIll 1 o1 I; IZ:2 ML 7 --moral 1 r techani I Elerieal I Ser,L -y �: � _ 2352 E County Road J White Bear Lake, MN 55110 Office: (651) 407-6056 www.paulsonclark.com PROJECT NUMBER: 19-10 DATE OF ISSUE: 05/27/2020 DRAWN BY: Author CHECKED BY: Checker REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE 05/27/2020 DATE REGISTRATION SHEET NAME: ELECTRICAL SITE PHOTOMETRICS SHEET NO: xEO. PLOTTED: ® FILE NAME: Specifications subject to change without notice Kimley»>Horn MEMORANDUM To: City of Hugo From: Stephanie Thulien, PE Ron Leaf, PE Justin Conner, PE Date: June 1, 2020 Subject: City of Hugo Maintenance Facility Preliminary Stormwater Design Summary The purpose of this memo is to summarize the stormwater permitting requirements for the City of Hugo Maintenance Facility site and the corresponding preliminary design approach to address these requirements. SITE DESCRIPTION The Maintenance Facility site is located north of 140th Street North between Irish Ave N and Hyde Ave N in the City of Hugo. Proposed improvements include a new building, entrance driveway and parking/storage lot. The site is proposing to create 7.33 acres of new impervious surface. Future improvements include a community room and additional parking areas. These improvements are included in the proposed stormwater management approach and are included in the 7.33 acres of new impervious. The existing site generally drains in two directions; to the north and to the south. Proposed site conditions will generally follow existing drainage patterns. STORMWATER MANAGEMENT REQUIREMENTS The Maintenance Facility site will trigger the following stormwater management rules, that the City of Hugo enforces, and issues permits for, based on Rice Creek Watershed District (RCWD) stormwater requirements. A stormwater permit is required for any development that creates 10,000 square feet or more of new impervious surface. Volume Control/Water Quality Water quality volume is required for 1.1 inches off the proposed new impervious for the site. A TP removal factor of 0.65 must be applied where infiltration is not feasible and biofiltration is used. Based on soil borings, a biofiltration basin is proposed to treat the north drainage and an infiltration basin is proposed to treat drainage to the south. Pretreatment structures will be added in any locations where stormwater discharges into the basins. Below is a summary of sizing of the basins. North drainage o New impervious: 5.23 acres o Water quality volume (based on 1.1 inches): 0.48 ac-ft o Water quality volume with TP removal factor of 0.65: 0.74 ac-ft kimley-horn.ca4 Kimley»>Horn Rate Control Page 2 o Approximate basin sizing: 0.74 ac-ft (assumes a 2-foot ponding depth below the outlet for filtration) South drainage o New impervious: 2.10 acres o Water quality volume (based on 1.1 inches): 0.19 ac-ft o Approximate basin sizing: 0.28 ac-ft (assumes a 2-foot ponding depth below the outlet for infiltration) Peak stormwater runoff rates for the proposed site must not exceed existing peak runoff rates for the 2-year and 10-year 24-hour Atlas 14 rainfall events. Proposed stormwater runoff rates for the 100- year 24-hour Atlas 14 rainfall event must not exceed 0.1 cfs/acre of the total site runoff, or 3.94 cfs. The total site area is 39.38 acres. The proposed stormwater basins will be designed to meet the rate control requirements. 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I.o.♦ io: / � y 78 y y y y y � y ° ° 7S \\ \ RE:1019.25 \ - - 7 / \ O yMH1 y \ 3 / IE:1015.25 SE - 2 � y y y y RE:1020.47 / MHCB-12 I y�y y 70 \ \ �►� y y y 1021` y y y y y IE:1013.76 E RE:1018.82 \ 1 p `'s( / \ \ 1020 ' IE:1016.02IN / IE:1014.66IN I N yyyyyyy y \ \ \ \ / / IE:1013.79SW IE:1014.56W > 5� p yyyyy y \�' 7025\\ \ � IE:1013.00 c9 O o yl y y 02 1016 > I 7 6 \ \ 7 1015 /� / O �' y y 7� 7 7° ���. \ \ \ \ V y ly 23 O ,° - w I I 7° 7 \ FES-15 17 / y ly y 0 \ \ \ '0' 1012 IE:1013.00 \ \� I ' \ �n�ti 1014 101 I \ \ \ \ V 1 \ I FES-19 ) � 6_ 1016 / ��\ \ 1 IE:1014.85 1017 / J 1 '1018 \\ \ \ \ \ / \ OUTLET STRUCTURE-18 ` EXISTING IE:1015.00 W WETLAND 1012 ` \ \ / \ -cfs/a �r eq -loll-311 'rn / / I \ \\\O \ \ �/ 07\ � / � 26 y •� y I \ \; \ _ \ / o o\ \ % \ l i , y� fl \\ 1 / o , / 03, \ o� EXISTING \ \ / y ^ �\7 °32 \ 1 I \ WETLANDDIt . "'g - - _ _ �J --- _ - TEL TEL TEL y L t 1010 - - _ L� TEL T T �' TEt- �c 'i T - - - - - - - - - \ L OHIJ 1015 REET r 1 LEGEND - - PROPERTY LINE EXISTING CONTOUR 925 PROPOSED CONTOUR ------ ------ PROPOSED GRADE BREAK LINE - - PROPOSED SWALE (D PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) 0 PROPOSED STORM SEWER CLENOUT PROPOSED FLARED END SECTION PROPOSED RIPRAP PROPOSED WATER SERVICE ► ► PROPOSED SANITARY SEWER PROPOSED STORM SEWER 100.0o PROPOSED SPOT ELEVATION HP:o.O PROPOSED HIGH POINT ELEVATION LP:o.o PROPOSED LOW POINT ELEVATION G:o.00 PROPOSED GUTTER ELEVATION r:o.00 PROPOSED TOP OF CURB ELEVATION TiG:o.o PROPOSED FLUSH PAVEMENT ELEVATION ME:o.O MATCH EXISTING ELEVATION EOF:o.O PROPOSED EMERGENCY OVERFLOW 0.0% PROPOSED DRAINAGE DIRECTION 0.00% PROPOSED ADA SLOPE GRADING PLAN NOTES 1. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 2. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 3. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 9. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE -VEGETATED WITH A MINIMUM OF 6" OF TOPSOIL (SEE LANDSCAPE PLAN). 10. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. 11. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 12. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. GRAPHIC SCALE IN FEET 0 25 50 100 TEL RCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: CITY OF H UGO MAINTENANCE FACI LITY HUGO, MN CIVIL CONSULTANT: Kimley)))Horn Q 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 W W W. KI MLEY-HORN.COM PROJECT NUMBER: xxxxxxxxx DATE OF ISSUE: XX/XX/XXXX I DRAWN BY: RKM CHECKED BY: xxx REVISIONS I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UND MY DIRECT SUPERVISION THAT I AM A DULY R E ENGINEER IN THE NESOTA O `O SIGNATURE G�O DATE XX/XX/XXXX GUN REGISTRATION SHEET NAME: GRADING PLAN, STO RMWATE R, SEWER, WATER SHEET NO: DOM W W y ~ O Ir � 0� = JM Ca LL W � 0 H F- U U t Z W o 0 ca` ) z m Lf n TZ'N'Tt'1'ZZ '035:304(T •95. _ K•.'4� c17 '.z !' - i v m f :3H1 j0 b%T 35 3H1 AO 3NIl lSV3 m ... ..... .1 b r r \.�9e I , W ' a F ° v o .. 1ti szp ii1f z I �i Wiz ¢ U m z E y o o U L 5p� SbM 1 Z ^• OOj o —r r . �' •� O `.....1.... rOr—o.� ..: O�`� °� Sb�—�°�4" '' . �'O'.'�� / / U F W p Y a N In ....... •o~ F �2'`�/' oOa ��3. o'O v : °'a`.iIoCI•„ T p� c'Z-I .i � p ....... o CZEOTO N osoT Zo[ ¢ pov oo O�z VZOT Lu U0 O �o � J �:m z z'' z oz ... 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