Agenda - ci.hugo.mn.us › vertical › sites › {BED5C6A0... · 25-06-2020  · 7:00 PM . Meeting...

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If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or [email protected], thank you. Agenda Hugo Planning Commission Thursday, June 25, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651-762-6311 or [email protected]. 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 G. ADJOURNMENT

Transcript of Agenda - ci.hugo.mn.us › vertical › sites › {BED5C6A0... · 25-06-2020  · 7:00 PM . Meeting...

  • If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or [email protected], thank you.

    Agenda Hugo Planning Commission Thursday, June 25, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651-762-6311 or [email protected]. 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

    G. ADJOURNMENT

    mailto:[email protected]:[email protected]://www.ci.hugo.mn.us/planning

  • Minutes for the Planning Commission Meeting of Thursday, May 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 140th 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.

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    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.

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    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 ½ 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.

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    Landscaping

    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

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    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

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    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 1 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

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    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.

  • Ms. Rachel Juba June 19, 2020 Page 2

    Stormwater Management 6. 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.

    7. 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 29th. The comment period ends June 20th.

    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, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only)

  • 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

    Public Works

    Donald J. Theisen, P.E., Director Wayne H. Sandberg, P.E., Deputy Director,

    County Engineer

    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: 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.

  • • 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 [email protected]. For any permit applications, please contact Carol Hanson at [email protected]. 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

    mailto:[email protected]:[email protected]

  • HUGO PUBLIC WORKS_DESIGN OPTION 002 - UPDATED A MAY 26, 2020

    Emily.WeberReceived

  • HUGO PUBLIC WORKS_DESIGN OPTION 002 - UPDATED A MAY 26, 2020

  • HUGO PUBLIC WORKS_DESIGN OPTION 002 - UPDATED A MAY 26, 2020

  • HUGO PUBLIC WORKS_DESIGN OPTION 002 - UPDATED A MAY 26, 2020

  • HUGO PUBLIC WORKS_DESIGN OPTION 002 - UPDATED A MAY 26, 2020

  • 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

    1-NP

    1-NS

    5-SM

    20-DR

    20-PR

    3-NM

    1-BO

    4-LI

    1-SO1-LI

    1-SO

    2-RM

    4-CA

    2-CA

    FUTURE DEVELOPMENT AREA

    3-RD

    MULCH W/ 4" HDEDGING AND

    FILTER FABRIC

    EXISTING OAK TO REMAIN. PROVIDEFENCING AROUND THE PERIMETERDRIP LINE THROUGHOUT ALL OFDEMOLITION AND CONSTRUCTION.

    5' WIDE CONTINUOUS SOD STRIPAROUND CURB LINE

    5' WIDE SOD STRIP

    PROVIDE CLUSTER OF TREESAPPROXIMATELY 100' EAST OF THEWEST PROPERTY LINE. THIS WILL BESTAKED PRIOR TO START OFLANDSCAPE WORK..

    3-BH

    THIS AREA POWER-SEEDED WITHPRAIRIE MIX

    SOD ENTIRE AREA

    2-JT

    1-SO

    5' WIDE CONTINUOUSSOD STRIP

    2-CA

    SOD

    1-BS2-BH4-NP

    5-LI

    7-MP

    3-SM

    6-JS

    60'North1

    PRELIMINARY LANDSCAPE PLAN1"=30'-0"

    Scale

    0' 30'

    VEHICLESTORAGE

    SHOPSVEHICLE MAINTENANCEWASH BAY

    OFFICE AREA

    STAGING

    140TH STREET NORTH

    GATE

    41 PARKING SPACES

    GRAVEL

    POND

    STORMWATER

    INFILTRATIONPOND

    SEPTICSYSTEMS

    WELL

    SIGN:ACC.PARK.

    SIGN:ACC.PARK.

    SIGN:CITY OF HUGO

    PUBLICWORKS

    DUMPSTERAREA

    STOPSIGN

    GRAVEL

    GATE

    CURB CUT

    FUTUREDRIVE

    SALT

    STO

    RAGE

    SEE

    A/0.

    33,

    612

    S.F.

    FUEL ISLAND (SEE A0.2)

    POTENTIAL FUTURE OFFICE AREA ADDITION

    EXISTINGWETLAND

    AREA

    EXISTINGWETLAND

    AREA

    EXISTINGWETLAND

    AREA

    COVE

    RED

    MAT

    ERIA

    LS S

    TORA

    GE(S

    EE A

    0.4

    - ALT

    ERNA

    TE #

    1)

    ELEC.

    STOPSIGN

    STOPSIGN

    UP

    UPUP

    83'-0

    "

    101'-2"

    500'-

    7"

    116'-8"

    24'-4

    "

    R9'-4"

    26'-4

    "

    165'-

    4"

    R24'-4"

    20'-0

    "

    116'-

    4"

    165'-

    7"

    101'-4"

    24'-5

    "

    26'-4

    "

    24'-4

    "

    63'-1

    1"

    237'-

    0"

    R10'-10"

    R24'-4"

    R9'-4"

    R24'-4"

    R24'-4"

    R24'-4"

    136'-

    8"

    R24'-4"

    80'-8

    "

    275'-11"

    13'-0"

    100'-7"

    75'-8"

    34'-4"

    82'-0

    "19

    0'-0"

    50'-8

    "

    31'-8

    "

    50'-8

    "

    73'-4"

    31'-4"

    31'-4"

    76'-0

    "42

    '-0"

    236'-

    4"16

    5'-7"

    360'-0"

    116'-0"

    262'-

    9"

    45'-0"

    509'-0"

    26'-10"

    60'-0" 45'-0"

    R25'-8"

    R24'-4"

    52'-7"

    376'-2"

    398'-8"

    376'-

    10"

    9'-0"

    20'-0

    "

    40'-1"

    40'-1

    "

    1-NS 9-BH

    2-BF

    4-CA

    2-MP

    5-MP 5-BB

    14-SO

    6-JT

    4-BB

    2-AV 2-AV

    4-BB

    3-AV

    2-CA

    6-SM

    20-DRMULCH W/ 4" EDGING

    & FILTER FABRIC

    MULCH W/ 4" HD EDGING& FILTER FABRIC

    6-JT

    12-AC

    15-PR

    MULCH W/ 4" HD EDGING &FILTER FABRIC @ SOUTH ONLY

    5-BF

    4-MP

    2-MP4-BS4-MP

    16-BB

    THIS AREA TO BE POWER-SEEDED

    THIS AREA POWER-SEEDED WITHPRAIRIE MIX

    3SHRUB/PERENNIAL PLANTING DEAIL

    N.T.S.

    PREPARED PLANTING BEDAND BACKFILL SOIL(THOROUGHLY LOOSENED)

    VERIFY SPACING WITH ARCHITECT

    EXTEND HOLE EXCAVATION WIDTHA MIN. OF 6" BEYOND THE PLANT'S ROOT SYSTEM

    NOTES:

    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. REMOVEOR 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 3-4" OF ORGANIC COMPOST.

    EDGER, AS SPECIFIED

    2TREE PLANTING DETAIL

    N.T.S.

    SOD

    PLANTING SOIL

    STEEL STAKEDOUBLE SHREDDEDHARDWOOD MULCH

    4" TOPSOIL

    2X ROOT TO BALL WIDTH

    NOTES:

    1. 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 2" ABOVETHE FINISHED GRADE WITH BURLAP AND WIRE BASKET (IF USED), INTACT.

    4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS.5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN

    WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWOHORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILSFROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECTSTEM 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.

    NOTES

    1. ALL DISTURBED AREAS ARE TO BEPOWER-SEEDED WITH PRAIRIE MIX. REFER TOCIVIL DRAWING FOR EXTENT OF EARTHWORK.THIS INCLUDES THE NE STORM POND ANDALL OTHER DISTURBED AREA OUTSIDE OF THEFENCE LINE.

    2. SOD AREAS SHOWN WITH3. 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.

    EMW

    JLO

    20-01

    1795 ST. CLAIR AVENUEST. PAUL, MN 55105

    (651) 696-5186www.oertelarchitects.com

    JUNE 11, 2020

    Hugo, MN.

    City of HugoPublic WorksFacility

    NOT F

    OR CO

    NSTR

    UCTIO

    N

    OERTELARCHITECTS

    A0.L

    PROPOSEDLANDSCAPE PLAN

    AutoCAD SHX TextSIGNATURE

    AutoCAD SHX TextPROJECT NUMBER:

    AutoCAD SHX TextDATE OF ISSUE:

    AutoCAD SHX TextDRAWN BY:

    AutoCAD SHX TextCHECKED BY:

    AutoCAD SHX TextREVISIONS:

    AutoCAD SHX TextDATE

    AutoCAD SHX TextSHEET NAME:

    AutoCAD SHX TextSHEET NO:

    AutoCAD SHX TextPROJECT NAME:

    AutoCAD SHX TextFILE NAME:

    AutoCAD SHX TextPLOTTED:

    AutoCAD SHX TextLICENSE #

    AutoCAD SHX TextIN THE STATE OF MINNESOTA

    AutoCAD SHX TextA DULY REGISTERED ARCHITECT

    AutoCAD SHX TextSUPERVISION AND THAT I AM

    AutoCAD SHX TextBY ME OR UNDER MY DIRECT

    AutoCAD SHX TextDOCUMENT WAS PREPARED

    AutoCAD SHX TextI HEREBY CERTIFY THAT THIS

  • A

    1

    B

    D

    7 9

    8

    A

    B

    C

    D

    6

    A3.1

    3

    A3.1

    2

    A3.1

    4

    A3.1

    A3.1

    4

    A4.1

    1

    A4.2

    1 2 3 4 5 6 7 8 9

    A

    B

    C

    D

    DSP MONOXIVENT D10

    WELDING EXHAUST

    WE-1

    EF-1

    EF-2

    EF-17

    EF-16

    EF-14

    EF-15

    EF-3

    EF-4

    EF-5

    EF-6

    EF-7

    EF-8

    EF-9

    EF-10 EF-11

    EF-12

    RTU-2

    RTU-1 RTU-3RTU-4

    EF-13

    RTU-6

    RTU-5

    TITAN TA-112.

    5,000 CFM.

    HEIGHT: 46"

    WEIGHT: 745 LBS

    TITAN TA-109.

    2,000 CFM.

    HEIGHT: 44"

    WEIGHT: 600 LBS

    TITAN TA-112.

    4,800 CFM.

    HEIGHT: 46"

    WEIGHT: 745 LBS

    TITAN TA-112.

    4,200 CFM.

    HEIGHT: 46"

    WEIGHT: 745 LBS

    AAON RQ-004.

    HEIGHT: 57"

    WEIGHT: 760 LBS

    AAON RQ-004.

    HEIGHT: 57"

    WEIGHT: 760 LBS

    AAON RQ-005.

    HEIGHT: 57"

    WEIGHT: 810 LBS

    AAON RQ-002.

    HEIGHT: 57"

    WEIGHT: 760 LBS

    AAON RQ-002.

    HEIGHT: 57"

    WEIGHT: 760 LBS

    AAON RN-006.

    HEIGHT: 58"

    WEIGHT: 1,000 LBS

    TITAN TA-120.

    10,000 CFM.

    HEIGHT: 62"

    WEIGHT: 1400 LBS

    TITAN TA-120.

    10,000 CFM.

    HEIGHT: 62"

    WEIGHT: 1400 LBS

    EF-18

    Hugo, MN.

    City of HugoPublic WorksFacility

    OERTELARCHITECTS

    PROJECT NAME:

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    1795 ST. CLAIR AVENUEST. PAUL, MN 55105

    (651) 696-5186www.oertelarchitects.com

    SIGNATURE

    PROJECT NUMBER:

    DATE OF ISSUE:

    DRAWN BY:

    CHECKED BY:

    REVISIONS:

    DATE

    REGISTRATION

    SHEET NAME:

    SHEET NO:

    FILE NAME:PLOTTED:

    19-10

    2352 E County Road J

    White Bear Lake, MN 55110

    Office: (651) 407-6056

    www.paulsonclark.com

    I HEREBY CERTIFY THAT THIS

    PLAN, SPECIFICATION OR

    REPORT WAS PREPARED BY ME

    OR UNDER MY DIRECT

    SUPERVISION AND THAT I AM A

    DULY LICENSED PROFESSIONAL

    ENGINEER UNDER THE LAWS OF

    THE STATE OF MINNESOTA

    M5.0

    MECHANICAL

    ROOF PLAN

    TLW

    BJG

    05/27/2020

    05/27/2020

    1/16" = 1'-0"1

    ROOF - HVAC PLAN

  • Hugo, MN.

    City of HugoPublic WorksFacility

    OERTELARCHITECTS

    PROJECT NAME:

    NOT

    FOR

    CONS

    TRUC

    TIO

    N

    1795 ST. CLAIR AVENUEST. PAUL, MN 55105

    (651) 696-5186www.oertelarchitects.com

    SIGNATURE

    PROJECT NUMBER:

    DATE OF ISSUE:

    DRAWN BY:

    CHECKED BY:

    REVISIONS:

    DATE

    REGISTRATION

    SHEET NAME:

    SHEET NO:

    FILE NAME:PLOTTED:

    19-10

    2352 E County Road J

    White Bear Lake, MN 55110

    Office: (651) 407-6056

    www.paulsonclark.com

    I HEREBY CERTIFY THAT THIS

    PLAN, SPECIFICATION OR

    REPORT WAS PREPARED BY ME

    OR UNDER MY DIRECT

    SUPERVISION AND THAT I AM A

    DULY LICENSED PROFESSIONAL

    ENGINEER UNDER THE LAWS OF

    THE STATE OF MINNESOTA

    xE0.1

    ELECTRICAL

    SITE

    PHOTOMETRICS

    Checker

    Author

    05/27/2020

    05/27/2020

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    1.1

    1.2

    1.6

    1.7

    1.1

    1.3

    1.6

    1.7

    1.2

    1.3

    1.6

    1.7

    2.2

    1.2

    1.3

    1.7

    1.8

    2.0

    1.8

    1.2

    1.3

    1.7

    1.7

    1.7

    1.4

    0.9

    0.6

    0.4

    0.4

    0.4

    0.4

    0.3

    0.2

    0.2

    0.2

    0.2

    0.2

    0.3

    0.3

    0.4

    0.5

    1.3

    1.3

    1.6

    1.8

    1.6

    1.3

    0.8

    0.5

    0.4

    0.4

    0.4

    0.4

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.4

    0.6

    1.3

    1.3

    1.7

    1.7

    1.5

    1.2

    0.7

    0.5

    0.4

    0.4

    0.4

    0.4

    0.4

    0.3

    0.3

    0.3

    0.4

    0.4

    0.4

    0.4

    0.5

    0.7

    1.2

    1.3

    1.4

    1.4

    1.4

    1.2

    0.7

    0.5

    0.4

    0.4

    0.5

    0.4

    0.4

    0.4

    0.4

    0.4

    0.4

    0.5

    0.5

    0.5

    0.6

    0.8

    1.2

    1.3

    1.3

    1.4

    1.4

    1.2

    0.7

    0.5

    0.5

    0.5

    0.5

    0.5

    0.4

    0.4

    0.4

    0.5

    0.5

    0.6

    0.6

    0.6

    0.7

    0.8

    1.2

    1.3

    1.4

    1.4

    1.4

    1.1

    0.7

    0.5

    0.5

    0.5

    0.5

    0.5

    0.5

    0.5

    0.5

    0.6

    0.6

    0.7

    0.7

    0.7

    0.8

    0.9

    1.2

    1.3

    1.4

    1.4

    1.3

    1.1

    0.8

    0.6

    0.6

    0.6

    0.6

    0.6

    0.6

    0.6

    0.6

    0.6

    0.7

    0.8

    0.9

    0.9

    0.9

    1.1

    1.3

    1.4

    1.4

    1.4

    1.3

    1.1

    0.8

    0.7

    0.6

    0.6

    0.6

    0.6

    0.6

    0.6

    0.7

    0.7

    0.8

    0.9

    1.0

    1.1

    1.2

    1.3

    1.4

    1.5

    1.5

    1.4

    1.3

    1.1

    0.9

    0.8

    0.7

    0.6

    0.6

    0.6

    0.6

    0.7

    0.8

    0.8

    0.9

    1.0

    1.2

    1.3

    1.4

    1.5

    1.5

    1.7

    1.6

    1.5

    1.4

    1.2

    1.0

    0.8

    0.7

    0.7

    0.6

    0.6

    0.7

    0.7

    0.8

    1.0

    1.1

    1.2

    1.4

    1.5

    1.7

    1.7

    1.7

    1.8

    1.9

    1.7

    1.5

    1.3

    1.1

    0.9

    0.7

    0.7

    0.6

    0.6

    0.7

    0.8

    0.9

    1.1

    1.3

    1.4

    1.6

    1.9

    1.9

    1.9

    2.0

    2.1

    2.0

    1.9

    1.6

    1.4

    1.1

    0.9

    0.7

    0.6

    0.6

    0.6

    0.6

    0.8

    0.9

    1.2

    1.4

    1.6

    1.9

    2.1

    2.2

    2.3

    2.3

    2.4

    2.3

    2.0

    1.7

    1.4

    1.1

    0.9

    0.7

    0.6

    0.5

    0.5

    0.6

    0.7

    0.9

    1.2

    1.5

    1.8

    2.1

    2.4

    2.6

    2.6

    2.8

    2.7

    2.5

    2.1

    1.7

    1.4

    1.1

    0.9

    0.7

    0.6

    0.5

    0.5

    0.6

    0.7

    0.9

    1.2

    1.5

    1.8

    2.1

    2.6

    2.9

    3.0

    3.1

    2.9

    2.6

    2.1

    1.7

    1.4

    1.1

    0.9

    0.7

    0.6

    0.5

    0.5

    0.6

    0.7

    0.9

    1.1

    1.4

    1.8

    2.1

    2.7

    3.2

    3.4

    3.1

    2.9

    2.5

    2.1

    1.7

    1.4

    1.1

    0.9

    0.7

    0.6

    0.5

    0.5

    0.6

    0.7

    0.9

    1.1

    1.4

    1.8

    2.2

    2.7

    3.1

    3.3

    2.7

    2.7

    2.4

    2.0

    1.7

    1.4

    1.1

    0.9

    0.7

    0.6

    0.5

    0.5

    0.6

    0.7

    0.9

    1.2

    1.5

    1.8

    2.1

    2.5

    2.8

    2.9

    2.2

    2.3

    2.2

    1.9

    1.7

    1.4

    1.1

    0.9

    0.7

    0.6

    0.5

    0.5

    0.6

    0.7

    0.9

    1.2

    1.4

    1.7

    2.0

    2.3

    2.4

    2.4

    0.1

    0.1

    0.1

    1.9

    1.9

    1.9

    1.7

    1.5

    1.3

    1.1

    0.9

    0.7

    0.6

    0.6

    0.6

    0.6

    0.8

    0.9

    1.1

    1.3

    1.5

    1.7

    2.0

    2.0

    2.1

    0.3

    0.3

    0.2

    0.1

    1.5

    1.6

    1.6

    1.4

    1.3

    1.2

    1.0

    0.8

    0.7

    0.6

    0.6

    0.6

    0.6

    0.7

    0.9

    1.0

    1.2

    1.3

    1.5

    1.7

    1.7

    1.7

    1.3

    1.2

    0.4

    0.1

    1.3

    1.4

    1.3

    1.2

    1.1

    1.0

    0.9

    0.8

    0.7

    0.6

    0.6

    0.6

    0.6

    0.7

    0.8

    0.9

    1.0

    1.1

    1.3

    1.4

    1.5

    1.5

    5.1

    3.8

    0.9

    0.2

    1.1

    1.1

    1.1

    1.0

    0.9

    0.8

    0.8

    0.7

    0.6

    0.6

    0.6

    0.6

    0.6

    0.6

    0.7

    0.8

    0.9

    1.0

    1.1

    1.2

    1.3

    1.4

    13.1

    7.3

    1.3

    0.2

    0.1

    0.9

    0.9

    0.9

    0.9

    0.8

    0.7

    0.7

    0.6

    0.6

    0.5

    0.5

    0.5

    0.5

    0.6

    0.6

    0.7

    0.7

    0.8

    0.9

    1.0

    1.0

    1.2

    8.7

    5.6

    1.2

    0.2

    0.7

    0.7

    0.7

    0.7

    0.7

    0.6

    0.6

    0.5

    0.5

    0.5

    0.5

    0.5

    0.5

    0.5

    0.5

    0.6

    0.6

    0.7

    0.8

    0.8

    0.9

    1.0

    2.4

    2.0

    0.6

    0.1

    0.6

    0.6

    0.6

    0.6

    0.6

    0.5

    0.5

    0.4

    0.4

    0.4

    0.4

    0.4

    0.4

    0.4

    0.5

    0.5

    0.5

    0.6

    0.6

    0.7

    0.7

    0.9

    0.6

    0.6

    0.3

    0.1

    0.4

    0.4

    0.5

    0.5

    0.5

    0.4

    0.4

    0.4

    0.4

    0.3

    0.3

    0.3

    0.3

    0.4

    0.4

    0.4

    0.4

    0.5

    0.5

    0.5

    0.6

    0.7

    0.2

    0.2

    0.1

    0.3

    0.3

    0.3

    0.4

    0.4

    0.4

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.4

    0.4

    0.4

    0.4

    0.4

    0.5

    0.1

    0.1

    0.1

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.3

    0.4

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.3

    0.1

    0.1

    0.1

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    5.5

    1.3

    0.3

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    12.3

    6.2

    1.6

    0.4

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    2.8

    1.8

    0.7

    0.3

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.4

    0.4

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.2

    0.2

    0.2

    0.1

    0.1

    0.2

    0.2

    0.2

    0.2

    0.2

    0.2

    0.3

    0.3

    0.2

    0.2

    0.1

    0.2

    0.2

    0.2

    0.2

    0.3

    0.3

    0.3

    0.3

    0.3

    0.2

    0.1

    0.1

    0.3

    0.3

    0.3

    0.3

    0.4

    0.4

    0.4

    0.5

    0.4

    0.3

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.4

    0.4

    0.4

    0.4

    0.4

    0.5

    0.6

    0.6

    0.6

    0.4

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.5

    0.5

    0.5

    0.5

    0.6

    0.7

    0.7

    0.7

    0.7

    0.5

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.6

    0.6

    0.6

    0.6

    0.7

    0.8

    0.8

    0.9

    0.9

    0.7

    0.3

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.8

    0.8

    0.8

    0.7

    0.8

    0.9

    1.0

    1.0

    1.0

    0.8

    0.3

    0.9

    0.9

    0.9

    0.8

    1.0

    1.0

    1.1

    1.1

    1.0

    0.8

    1.0

    1.0

    1.0

    0.9

    1.1

    1.1

    1.5

    1.5

    1.3

    1.1

    1.4

    1.3

    1.1

    1.1

    1.2

    1.5

    1.6

    1.4

    1.4

    1.6

    1.3

    1.1

    1.1

    1.2

    1.6

    1.6

    1.7

    1.5

    1.6

    1.4

    1.2

    1.1

    1.2

    1.6

    1.7

    2.0

    1.7

    1.6

    1.5

    1.2

    1.1

    1.2

    1.6

    1.7

    2.2

    1.9

    1.6

    1.5

    1.2

    1.1

    1.2

    1.6

    1.7

    2.0

    1.9

    1.6

    1.5

    1.2

    1.1

    1.2

    1.6

    1.6

    1.6

    1.8

    1.6

    1.5

    1.2

    1.0

    1.1

    1.2

    1.5

    1.6

    1.4

    1.4

    1.5

    1.6

    1.5

    1.2

    1.1

    1.1

    1.1

    1.5

    1.5

    1.3

    1.2

    1.4

    1.6

    1.3

    1.1

    1.1

    0.8

    0.8

    1.0

    1.0

    1.1

    1.1

    1.0

    0.8

    0.1

    0.3

    0.5

    1.0

    1.2

    1.4

    1.3

    1.1

    1.0

    0.8

    0.6

    0.5

    0.7

    0.8

    0.9

    0.9

    1.0

    1.0

    0.8

    0.3

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.3

    0.4

    0.5

    0.6

    0.7

    0.9

    0.9

    0.9

    0.9

    0.9

    0.9

    0.9

    0.9

    0.9

    0.9

    0.8

    0.6

    0.5

    0.4

    0.3

    0.3

    0.2

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.1

    0.1

    0.2

    0.5

    0.9

    1.0

    1.0

    1.0

    0.9

    0.9

    0.7

    0.5

    0.3

    0.2

    0.1

    0.1

    0.1

    0.2

    0.3

    0.4

    0.6

    0.7

    0.8

    0.8

    0.9

    0.9

    0.6

    0.3

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.9

    1.0

    1.1

    1.1

    1.1

    1.1

    1.1

    1.1

    1.1

    1.1

    1.0

    0.9

    0.8

    0.6

    0.5

    0.4

    0.3

    0.3

    0.2

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.4

    0.9

    0.9

    0.9

    0.9

    0.8

    0.7

    0.6

    0.4

    0.3

    0.2

    0.1

    0.1

    0.1

    0.1

    0.2

    0.3

    0.4

    0.4

    0.5

    0.6

    0.7

    0.7

    0.7

    0.5

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1.1

    1.1

    1.2

    1.2

    1.2

    1.2

    1.2

    1.2

    1.2

    1.1

    1.0

    0.8

    0.7

    0.6

    0.5

    0.4

    0.3

    0.2

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.3

    0.7

    0.8

    0.8

    0.8

    0.7

    0.6

    0.5

    0.4

    0.3

    0.2

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.4

    0.4

    0.5

    0.6

    0.6

    0.6

    0.4

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.4

    0.5

    0.6

    0.8

    0.9

    1.0

    1.3

    1.5

    1.6

    1.6

    1.6

    1.6

    1.6

    1.6

    1.5

    1.4

    1.0

    0.9

    0.8

    0.7

    0.5

    0.4

    0.3

    0.2

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.5

    0.7

    0.7

    0.6

    0.6

    0.5

    0.4

    0.3

    0.2

    0.2

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.4

    0.4

    0.4

    0.4

    0.4

    0.3

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.2

    0.3

    0.4

    0.5

    0.6

    0.8

    0.9

    1.0

    1.3

    1.5

    1.5

    1.6

    1.7

    1.7

    1.6

    1.6

    1.6

    1.4

    1.0

    0.9

    0.8

    0.7

    0.5

    0.4

    0.3

    0.2

    0.2

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.1

    0.2

    0.4

    0.5

    0.5

    0.5

    0.5

    0.4

    0.3

    0.3

    0.2

    0.1

    0.1

    0.1

    0.1

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