2016-09-20 Council PacketCITY OF MENDOTA HEIGHTS
CITY COUNCIL AGENDA
September 20, 2016 – 7:00 pm
Mendota Heights City Hall
1. Call to Order
2. Roll Call
3. Pledge of Allegiance
4. Adopt Agenda
5. Consent Agenda
a. Approval of September 6, 2016 City Council Minutes
b. Approval of September 6, 2016 Council Workshop Minutes
c. Approval of Resolution 2016-69, Approval of Quitclaim Deed to the Minnesota Department
of Transportation – 804 Ridge Place
d. Item Deleted
e. Accept Resignation of Nolan Wall, Planner
f. Appointment of Police Officer Frank LaNasa
g. Approval of Claims List
6. Public Comments
7. Presentations
a. Chickens in Residential Zoned Districts
8. Public Hearing - none
9. New and Unfinished Business
a. Resolution 2016-68, Mendota Plaza Second Addition, Conditional Use Permit for Planned
Unit Development Amendment, Preliminary/Final Plat, and Wetlands Permit, Planning
Case 2016-16
b. Adopting Preliminary Budget and Levy
1. Resolution 2016-70 Adopting 2017 Preliminary Budget
2. Resolution 2016-71 Adopting Proposed 2016 Levy Collectible in 2017
3. Resolution 2016-72 Adopting Final 2016 Tax Levy for Special Taxing District No. 1
Collectible in 2017
c. Proposed Reorganization of City Departments
1. Adopt Revised Job Description and Appoint Public Works Director
2. Adopt Assistant City Administrator Job Description
10. Community Announcements
11. Council Comments
12. Adjourn
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY
STATE OF MINNESOTA
Minutes of the Regular Meeting
Held Tuesday, September 6, 2016
Pursuant to due call and notice thereof, the regular meeting of the City Council, City of Mendota
Heights, Minnesota was held at 7:00 p.m. at City Hall, 1101 Victoria Curve, Mendota Heights,
Minnesota.
CALL TO ORDER
Mayor Krebsbach called the meeting to order at 7:00 p.m. The following members were present:
Councilmembers Duggan, Povolny, Petschel, and Norton.
PLEDGE OF ALLEGIANCE
Council, the audience, and staff recited the Pledge of Allegiance.
AGENDA ADOPTION
Mayor Krebsbach presented the agenda for adoption. Councilmember Duggan moved adoption of the
agenda.
Councilmember Petschel seconded the motion.
Ayes: 5
Nays: 0
CONSENT CALENDAR
Mayor Krebsbach presented the consent calendar and explained the procedure for discussion and
approval. Councilmember Povolny moved approval of the consent calendar as presented and
authorization for execution of any necessary documents, pulling item m.) Approval of Claims List.
a. Approval of August 16, 2016 City Council Minutes
b. Approval of August 23, 2016 City Council Workshop Minutes
c. Acknowledge August 23, 2016 Planning Commission Minutes
d. Approve Right-of-Way License Agreement for Visitation Monastery
e. Approval of contract for Mendakota Park Basketball Court Improvements
f. Authorization to Seek Professional Services Contract for the 2017 Rehabilitation Project –
Kensington Neighborhood & Mendota Heights Road
g. Authorization to Seek Professional Services Contract for the Ridge Place Sewer Reconstruction
h. Approval to Purchase Pagers for Fire Department
i. Authorize the Hire of Tamara Schutta as Temporary Human Resources Manager
j. City Administrator Out of State Travel Request
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k. Acknowledgement of Building Activity Report
l. Acknowledgement of July 2016 Fire Synopsis
m. Approval of Claims List
Councilmember Duggan seconded the motion.
Ayes: 5
Nays: 0
PULLED CONSENT AGENDA ITEM
M) APPROVAL OF CLAIMS LIST
In regards to the Claims List, Councilmember Duggan questioned the payment to Fleet Services for a
damaged squad car in the amount of $16,250. He asked if there was any insurance coverage. Finance
Director Schabacker replied that there was insurance coverage with a deductible of $10,000 per
occurrence.
Councilmember Duggan moved to approve the Claims List.
Councilmember Petschel seconded the motion.
Ayes: 5
Nays: 0
PUBLIC COMMENTS
Ms. Mary Winiecki, 2360 Kressin Avenue, addressed the Council in regards to the intersection of Dodd
Road and Lake Drive. This is a city bus stop and cars traveling north on Dodd Road are passing on the
shoulder to get around cars that are turning left onto Lake Drive. She requested that a ‘No Passing on
Shoulder’ sign be installed.
City Administrator Mark McNeill noted that Dodd Road is a state highway, however, city staff can
make MnDOT aware of the concerns.
Mayor Krebsbach requested that Assistant City Engineer Ryan Ruzek place a call to MnDOT and relay
the concerns and request a sign be installed.
PRESENTATIONS
A) MINNESOTA VIKINGS DEVELOPMENT UPDATE
Mr. Lester Bagley, the Vikings Executive Vice President of Public Affairs, explained that there are
exciting things happening with the Minnesota Vikings. The development in Eagan is a 200-acre parcel.
It is an ideal site, being close to downtown St. Paul, downtown Minneapolis, as well as MSP Airport.
They are very excited to be relocating to the east metro.
The Wilf Ownership Group and the Vikings front office have been working over the last couple of years
in researching the next step in the evolution of the team headquarters. They believe that this parcel is
ideal as it allows them the opportunity to consolidate the staff, which is currently in three different
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locations. They also have a vision of creating a Vikings destination and a fan friendly and a family
friendly environment. Included in that is a destination for youth sports and community activities.
Mr. Steve Poppen, Vikings Team Executive Vice President & Chief Financial Officer, shared an
overview of the site plans. The site has been zoned for multi-family, commercial office, and retail.
Mayor Krebsbach noted the zonings were approved by the City of Eagan.
Mr. Poppen shared that to the north of the site is I-494 and Dodd Road is to the west. Northwest
Parkway will be renamed to Vikings Parkway. Vikings Parkway has been redesigned to dip down south
and come out onto Ames Crossing.
Mr. Poppen walked through the different uses and the purposes of the different uses. Included in the
development will be commercial offices, a limited service hotel, multi-family housing, commercial and
retail spaces, and green space with trees, trails and ponds. The center of the site will be the anchor tenant
– the Minnesota Vikings Football Club.
Twin Cities Orthopedic has partnered with them on the naming rights of the facility. They are also
working on including a medical office building for them on this site.
Mr. Poppen shared details about the practice facility. On the west side are four fields, which are going to
be outdoor grass fields. The two northerly fields are going to be heated fields, giving them the ability to
start their workouts early in the spring and go longer into winter. The two southerly fields will be used
throughout the year; their main focus would be youth activities.
In the center is the stadium, which is set into a natural depression providing good views of the lake and
the trail system. They have designed a 6,000 seat stadium, designed for athletic events; football, soccer,
lacrosse, rugby, etc. The stadium has a press box area, administrative wing, housing for football
operations, locker room, hydrotherapy, weight rooms, coaching staff, scouting staff, administrative
offices, meeting rooms, a 100-yard football field that will be higher so they can punt inside, player
parking, staff parking, full service cafeteria, 4,000 square foot area to host events, and the Viking
Entertainment Network (VEN). They will be able to produce the content that they provide to social
media and their apps in-house. They can also use these areas for broadcast training for students.
Mr. Poppen shared concept photos of the indoor practice facility, stadium, administrative offices, the
grass fields, plaza area of the stadium, training areas, and VEN. He explained that they do have the
ability to expand the stadium to 10,000; however, there are no plans to do that at this point. Mayor
Krebsbach expressed her appreciation that they placed the stadium where it is because in that location it
should not affect Mendota Heights residents.
Councilmember Duggan asked if there would be enough parking spaces for a high school football game
with 6,000 fans present. Mr. Poppen replied that when fully developed, there would be enough parking
spaces on site to serve an event in the facility. The intent is to utilize all the parking areas for the events.
They also plan on installing a pedestrian bridge to allow folks to walk from the east side parking area.
Councilmember Duggan asked if they plan to use solar panels to provide power. Mr. Poppen replied that
they are looking at different options but have not come to a conclusion.
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Councilmember Povolny asked where Vikings Parkway will lead out to on the east side. Mr. Poppen
replied that currently there is no road there; however, their intention would be that it would connect to
Argenta at some point.
Councilmember Norton asked how many phases are planned for this development. Mr. Poppen replied
there would be multiple phases, but it is believed that Phase 1, which is the practice facility in the heart
of the development, would be completed by March 1, 2018. They believe there would be a 10-15 year
build-out period.
Councilmember Povolny asked if spring training would occur in Mankato or here. Mr. Poppen replied
that they currently have a contract with the City of Mankato and the Minnesota State University;
however, they would need to figure out the transition as they go.
Mayor Krebsbach asked, in regards to the height of the building and the lighting of the sign on the side
of the building, how late into the night would the sign be lighted. Mr. Poppen replied that there would be
signage on the north side, however he stated he did not know whether or not residents of Mendota
Heights would be able to see the illuminated signs. The intensity would be very standard and could be
seen from Interstate 494.
Mayor Krebsbach explained that she wanted to make sure the residents were aware of the project and
that they may be able to see this building. She also noted that the City views this as a real plus for
Mendota Heights, which will bring great opportunities to the City’s Industrial Park.
Mayor Krebsbach noted the importance of signage in the area to get people to Viking Lakes.
Mayor Krebsbach expressed her appreciation to City Administrator Mark McNeill and Planner Nolan
Wall for their work with the Vikings and the City of Eagan.
B) PRESENTATION REGARDING ISD 197 OPERATING LEVY REFERENDUM
Dr. Nancy Allen-Mastro, Superintendent of District 197, presented information regarding the levy
renewal that voters will be asked to vote on at the General Election in November. The District would
like to renew the 2007 Operating Levy for another 10 years.
She stated that the levy generates $5.2 million per year for the school district, which is 8% of their
operating budget. For each $100,000 of property value, it would equate to approximately $81/annually
on residents property tax statements.
Mayor Krebsbach noted that the reconstruction of Warrior Drive looks very nice and seems to be
working very well. She also noted that there was an award given from US News and World Report and
asked if that was to the district or just to Henry Sibley High School. Dr. Allen-Mastro replied that it was
probably in 2015 and it was the Schools of Distinction award.
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C) MENDOTA PLAZA DEVELOPMENT UPDATE
Planner Nolan Wall explained that Paster Properties representatives were in attendance to provide an
update on the project. The Council tabled this item at their first meeting in August.
Mr. John Kohler, VP of Development & Construction for Paster Properties, explained that they received
word today from MnDOT confirming that they would be receiving the right-in access off Highway 110,
which will be incorporated into their plans.
He also informed the Council that they would like to begin mobilizing some earthwork; work that is
needed no matter what happens at this site. It would amount to starting the crossing from the shopping
center site across the creek. They currently have an opportunity to obtain fill material. They would be
working with Assistant City Engineer Ryan Ruzek for all grading and drainage permits before beginning
any earth moving activities.
Mayor Krebsbach asked for clarification that they only would receive the permit for a right in access off
Highway 110; but the change is that they do not have the right-out. Mr. Kohler confirmed and stated his
engineering department is finalizing their submittals to get the access permit.
Mayor Krebsbach noted that there is already a PUD on the books and what the Council would be
approving at the September 20th meeting is the amendment to the PUD that would allow for the
apartment building and the two restaurants.
Mr. Kohler confirmed the bridge crossing would only be a preliminary crossing, so they could get over
to the other side the creek without coming off of Highway 110.
Mayor Krebsbach asked for confirmation that the digging permits would be issued this week. Mr. Ruzek
replied that he has received a temporary plan for their bridge placement. Staff needs to verify that this is
covered by the pollution control agency’s permit that would actually be the guiding document for most
of the erosion control.
Councilmember Duggan asked if the wetlands approvals have been completed. Mr. Kohler replied that
they received a letter from the Corp of Engineers approving all of their wetlands, delineation, etc.
Councilmember Duggan asked, since they have dropped the number of units in housing, if Council
would be receiving new drawings. Mr. Kohler replied that those would be given to the Council at the
next meeting.
Councilmember Duggan asked what measures would be taken for dust control. Mr. Kohler replied that
they would have complete dust control; watering, dirt barriers, etc. Councilmember Duggan asked if the
neighboring businesses had been made aware of the trucks bringing in fill, etc. Mr. Kohler replied in the
affirmative. Councilmember Duggan asked about hours of operation for the dump trucks. Mr. Kohler
replied that it would depend on when the soil is available.
Mayor Krebsbach asked for the estimated value of the project when completed. Mr. Kohler replied that
the number currently is approximately $40 million.
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PUBLIC HEARING
No items scheduled.
NEW AND UNFINISHED BUSINESS
A) RESOLUTION 2016-66, CONDITIONAL USE PERMIT AT 2300 PILOT KNOB ROAD,
PLANNING CASE 2016-31
Planner Nolan Wall explained that the applicant was seeking a Conditional Use Permit (CUP) to erect a
fence at 2300 Pilot Knob Road. He noted that it is zoned Industrial and is just over 6 acres in size.
The building was recently purchased by Johnson Brothers Liquor Company. The code does require a
CUP for fences that are over six feet in height with barbed wire in the business and industrial districts. In
addition, the code requires that loading and service areas be completely screened from adjacent
properties and streets, except at access points, and it does require that screening or buffering must
provide a minimum opacity of 90% during all seasons.
The existing loading dock area is not completely screened from contiguous properties or adjacent
streets, as is the case with numerous properties in the industrial district that were developed prior to
those current standards.
Planner Wall stated the applicant is proposing a 7-foot chain-link fence with privacy slats. Fencing
along Pilot Knob Road would have wing slats that would achieve 90% opacity. The fencing along
Highway 13 would have normal privacy slats with an unknown opacity; however, it was anticipated by
the applicant that those would be approximately 75%.
Councilmember Povolny asked if there was a fence already located on the property. Planner Wall
answered in the negative.
Planner Wall continued by explaining that the loading dock is screened by existing vegetation from Pilot
Knob Road and Highway 13. However, much of that vegetation is deciduous and a portion of that
vegetation is within MnDOT and City right-of-way. As a result there is no way to ensure that it would
remain as is in the future; nor could it be verified that it would achieve 90% opacity during all seasons,
even when combined with the 75% chain-link slatted opaque fence that is being proposed by the
applicant.
Planner Wall shared images of other more recently installed privacy fences in the industrial park. There
are several properties that have wood privacy fencing in the industrial district, which is a higher quality
material but it is also more expensive. In order to be consistent with those previous approvals, staff
recommended a 100% opaque wood fencing along Pilot Knob Road frontage to completely screen the
loading dock area from the road. To be compliant with the additional screening standards, staff
recommend that a 90% opaque chain-link slatted option is constructed for the entire remaining sections.
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Upon request by the applicant, the access gate that enters the site from Pilot Knob Road be chain-link
and not wood. It was worth noting that both the applicants’ proposal and staffs’ recommendation meet
the applicable standards for granting a CUP and would improve the overall appearance to the property.
Planner Wall reviewed the list of conditions including a fence permit be issued prior to construction,
wood fencing achieving 100% opacity shall be erected along Pilot Knob Road, chain-link fencing with
dark-colored privacy slats achieving 90% opacity shall be erected along Highway 13 and the portion
perpendicular to Pilot Knob Road in front of the building, the fence shall be located entirely on private
property, the fence shall be maintained in a condition of reasonable repair and shall not be allowed to
become and remain in a condition of disrepair or danger, or constitute a nuisance, public or private.
The sixth condition recommended by the Planning Condition was that the Pilot Knob Road driveway
access gate shall be consistent with the chain-link privacy slat fencing surrounding the property.
Mayor Krebsbach noted that it would be the responsibility of Council and staff to enforce the
maintenance. Planner Wall concurred.
Planner Wall noted that the only reason this is before the Council for approval is because of the barbed
wire. Other than that, they would be able to do a 90% opaque fence, which is what is being required. If
the chain-link with the slatted options achieved that 90% opacity, that would be permitted by code.
Mayor Krebsbach asked why there was a need for barbed wire. Planner Wall deferred to the applicant
but assumed that it was for security purposes.
Mr. Barry Jaeger of Jaeger Construction, LLC came forward as the representative of Johnson Brothers
Liquor Company. He stated that they agreed to all of the conditions of approval. He explained that the
barbed wire is for security of the product they carry and for security of the trucks that would be parked
behind the screens. They do have it at their other facility in St. Paul.
Mayor Krebsbach gave her opinion that the other facility needed barbed wire because of their location
on Shepherd Road. She asked if they couldn’t provide adequate security without the barbed wire. Mr.
Jaeger replied in the negative stating that it is important for security.
Councilmember Duggan asked if the barbed wire would be all of the way around the property. Mr.
Jaeger replied in the affirmative.
Mayor Krebsbach recommended including a condition requiring the applicant to plant some pine trees or
something that would also block the view in the winter. Mr. Jaeger replied that one side is all pine trees;
30-foot pine trees all along the workplace. She asked if they would be agreeable to having something in
the conditions that they would maintain the deciduous and coniferous trees. Planner Wall noted that
some of the screening is out of their control because it is within the rights-of-way. He suggested that a
condition be added that a landscape plan be submitted to staff; giving staff the opportunity to identify
locations that could potentially have some additional coniferous plantings to provide some more year-
round screening. Mayor Krebsbach stated that she would like to see this condition added, especially
since this would not be the first or only business that this condition has been added to.
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Councilmember Norton asked if there were any other barbed wire fenced areas within Mendota Heights.
Planner Wall replied that there are other locations with barbed wire fencing and gave their locations.
Councilmember Duggan asked, with the flammability of their product, if there were any requirements in
relation to fire proofing the roof going forward. Mr. Jaeger replied that the entire building would be
upgraded to an early suppression fast response (ESFR) system. The product, as far as he knows, is non-
flammable as it is mainly beer.
Councilmember Petschel recommended a condition of approval be added that where there is a
significant gap in the fence, a coniferous planting would be maintained and a landscaping plan be
approved by city staff.
Councilmember Norton moved to adopt RESOLUTION 2016-66 APPROVING A CONDITIONAL
USE PERMIT AT 2300 PILOT KNOB ROAD based on the findings of fact and conditions as stated in
the resolution and that a landscaping plan be approved by city staff.
Councilmember Duggan seconded the motion.
Ayes: 5
Nays: 0
B) RESOLUTION 2016-67, COMPREHENSIVE PLAN AMENDMENT AT 2500 LEXINGTON
AVENUE SOUTH, PLANNING CASE 2016-33
Planner Nolan Wall explained that the City was considering an amendment to the Land Use Plan in the
2030 Comprehensive Plan to reguide the future land use designation of the property located at 2500
Lexington Avenue South from B-Business to I-Industrial. The Council approved Ordinance 502,
approving the rezoning of the subject property from B-1 Limited Business to I-Industrial, conditional
upon the comprehensive plan being approved by the Metropolitan Council.
The subject property contains a 14,000 square foot office/warehouse building and is surrounded by high
density residential, office, and industrial. It was noted that none of the surrounding properties would be
impacted by this change.
The industrial district provides a wider variety of use options than the B-1 Limited Business District that
better fit the building’s existing build-out, which was originally a gymnastic studio and then converted
to an office/warehouse use. There are adequate standards in place to regulate any potential negative
impacts to surrounding uses.
Councilmember Petschel moved to adopt RESOLUTION 2016-67 APPROVING A
COMPREHENSIVE PLAN AMENDMENT FROM B-BUSINESS (B) TO I-INDUSTRIAL (I) AT
2500 LEXINGTON AVENUE SOUTH based on the findings of fact as stated in the resolution and
subject to review and approval by the Metropolitan Council.
Councilmember Duggan seconded the motion.
Ayes: 5
Nays: 0
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C) ORDINANCE 505, CONCERNING ALTERNATIVE ENERGY SYSTEMS,
PLANNING CASE 2016-34
Planner Nolan Wall explained that the City was considering an amendment to Title 12-1-D, E, F, and G
of the City Code concerning alternative energy systems. The City Council adopted Ordinance 485,
which created standards for alternative energy systems as part of Planning Case 2015-34. The intent of
that ordinance was to ensure that the same standards are applied to each solar energy system ultimately
in an effort to encourage sustainable practices that do not adversely impact the community.
Based on the feedback from the applicants that have gone through the process, the ordinance is workable
but they did indicate that the required review process does take too long. The City Council, upon hearing
those comments, directed City staff to propose amendments that streamline the review process for
certain systems. Upon review of those recent applications, staff also proposed additional minor
amendments to the existing standards concerning maximum area and color. The proposed amendments
included reclassifying roof-mounted solar energy systems as permitted accessory uses, retain ground-
mounted systems as conditional uses, differentiate the maximum size standards between residential and
business/industrial-zoned properties, revised color standards.
Councilmember Petschel explained that this is an exciting new technology and she likes the fact that the
City wrote an ordinance that initially required conditional use so that as these applications came forward
the Council could find out whether or not they had written a good ordinance that fulfilled the purposes
of the City, the homeowners, and the vendors. They discovered, particularly from the vendor, that the
ordinance had been written very well and that the approvals were becoming routine. However, the
building season is so short that while they were going through the City’s permitting process they were
being pushed to the back of the contractor’s building schedules.
Councilmember Petschel moved to adopt ORDINANCE NO. 505 AMENDING TITLE 12, CHAPTER
1, ARTICLES D, E, F, AND G OF THE CITY CODE CONCERNING ALTERNATIVE ENERGY
SYSTEMS.
Councilmember Norton seconded the motion.
Councilmember Duggan noted he has seen a lot of the land-use systems in Arizona and suggested that a
requirement be added requiring the land be restored to its natural condition if the land-use solar system
is abandoned or non-operational for any length of time.
Mayor Krebsbach stated that there was a motion and a second on the floor and it would have to be
amended.
Councilmember Petschel stated that she would accept that as a friendly amendment to the motion.
City Attorney Tom Lehmann stated that he would work with Planner Wall on the appropriate terms and
language to amend the ordinance.
Councilmember Norton also accepted the friendly amendment to the motion.
Ayes: 5
Nays: 0
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COMMUNITY ANNOUNCEMENTS
City Administrator Mark McNeill made the following announcements:
• Today is the first day of school; everyone please drive safely
• Highway 13 east of Wachtler Avenue is open to traffic
• September 9 – 11 is the Holy Family Maronite Church Fall Festival with great Lebanese cuisine
• September 9 – 11 is the 17th Annual Wacipi Pow-Wow to be held at St. Peter's Church
Mayor Krebsbach expressed her appreciation to staff, City Administrator Mark McNeill, City Clerk
Lorri Smith, City Planner Nolan Wall, City Attorney Tom Lehmann, Assistant City Engineer Ryan
Ruzek, and Finance Director Kristen Schabacker for all of their hard work.
COUNCIL COMMENTS
Councilmember Duggan announced that today is Mr. Leroy Brown’s 103rd birthday.
Councilmember Petschel stated that when the San Diego Chargers flew in, they landed in a Boeing 787,
which is the dream liner. This is the first time that this aircraft has landed at MSP Airport. She stated
that Boeing is moving away from the 747.
She noted that the MD80’s are responsible for the noisiest events over the City. United announced that
over the next two years they will be phasing out the use of all MD80’s and Delta is going to be right
behind them. So by the year 2020, they should no longer be in use.
She let the residents know about an issue called Converging Runway Operations. Airports have standard
operating procedures (SOP) on what should be done when departures or landings are aborted. The FAA
arrived at the airport and imposed a much harsher regiment – the space between the aircrafts departing
needs to be longer and that this area needs to be larger. This is affecting two key areas – the Mall of
America runway and the other end of our runway. This is having an effect on the airport and their ability
to get the number of planes they need to get in and out of here efficiently. In terms of Airport Noise
Oversight, this has become their newest and chief priority. One good thing about it is that everyone is
suffering. However, the NOC is not in a position to compel the FAA to operate the airport a certain way.
All of the communities surrounding the airport are engaged with the Metropolitan Airport Commission
and the FAA in trying to nail down these changes and how they are affecting communities. In terms of
the long-term comprehensive plan at the airport, it could actually have an affect on that because it may
require an air and noise impact study and they may need to do another environmental assessment study.
Councilmember Petschel also commented on the shocking news heard today regarding Jacob
Wetterling. For many parents who were raising children at the time of his disappearance; it really was
the end of the age of innocence. Ms. Patty Wetterling – out of this terrible tragedy and pain – has shown
so much courage and spent her life trying to make communities safer for children. She asked residents to
keep the Wetterling family in their thoughts and turn on your outside lights for Jacob.
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ADJOURN
Councilmember Duggan moved to adjourn.
Councilmember Povolny seconded the motion.
Ayes: 5
Nays: 0
Mayor Krebsbach adjourned the meeting at 8:58 p.m.
____________________________________
Sandra Krebsbach
Mayor
ATTEST:
_______________________________
Lorri Smith
City Clerk
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY
STATE OF MINNESOTA
Minutes of the Council Workshop
Tuesday, September 6, 2016
Pursuant to due call and notice thereof, a workshop of the Mendota Heights City Council was held at
City Hall, 1101 Victoria Curve, Mendota Heights, Minnesota.
CALL TO ORDER
Mayor Krebsbach called the meeting to order at 5:02 p.m. The following members were present:
Councilmembers Duggan, Norton, Petschel, and Povolny.
2017 BUDGET DISCUSSION ITEMS
Engineering/Public Works - City Administrator Mark McNeill introduced Craig Ebeling, representing
General Local Government Consulting, who gave an overview of the existing funding model for the
Engineering Department and an option for a revised funding model.
He explained that the existing engineering department includes 4.5 FTE’s. This uses a funding method
that is project-based, in which the costs to run the division are primarily collected from other non-levy
sources within the City. The fund is called the Engineering Internal Service Fund. There have been
mixed results with respect to the fund paying its own way.
An alternative approach to funding the Engineering Department would be to transition to funding the
department through the general levy. It was suggested to transistion this change out over two or more
years. This would provide more transparency as to what costs are being expended to run Engineering.
General levy dollars would also be used to partially fund capital projects. With this approach, the city
would employ 2.5 FTE positions and use a contractor or consultants to perform some of the division’s
work tasks, which would primarily consist of capital projects implementation work.
Redefining two of the staff positions currently in the division was discussed. One position would be the
Director of Public Works; the second position would be Senior Engineering Technician. The half time
administrative support position would remain the same.
Staff was directed to proceed with the alternative approach using consultants, and redefining the job
descriptions within the division, and to review this process in six months with the Council.
CITY DEPARTMENT REORGANIZATION
Administrator McNeill reviewed with the Council a reorganization model including departments of
Public Works, Community Department, Administrative Services, Finance, Police, and Fire. It was also
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noted that as part of the redesigned Assistant to the City Administrator/HR Coordinator position, staff is
proposing to hire a contract employee to handle the City’s communication duties for 15 hours per week.
This position would handle the website, social media, and the City’s weekly newsletters.
The Council was supportive of this proposal.
EHLERS FINANCIAL PLAN ISSUES
Administrator McNeill reviewed with the Council key decisions from the Ehlers Financial Plan.
It was noted that the General Fund Balance Reserve percentage is recommended to stay above 75% (the
ratio of Fund Balance to annual expenditures).
The utility fee/surcharge will no longer be able to be collected once the water assets are officially
transferred to St. Paul Regional Water System, which should happen later in September.
The Water Tower and Water Revenue Fund Balance could be used to fund other purposes, as long as
those are tied to infrastructure. It was proposed that $100,000 of this fund could be used in FY 2017 to
provide for sealcoating of the streets. The proposed budget also assumes that the $110,000 generated by
the cell tower revenue would help to transition 50% of the $219,000 estimated cost of the new non-
project based Engineering Division.
Also, it was recommended that the Fire Station immediate needs totaling approximately $160,000 be
paid for from this fund. Those include a CO detector, roof repairs, modifications to the heating system,
replacement of a washer/extractor for equipment cleaning, and a dual fuel emergency generator.
Fund Balances –The Council discussed setting up a Capital Equipment Fund for purchasing vehicular
equipment of $315,000, and also setting up a Capital Improvements (Facilities) Fund of $330,000 to be
used for improvements to facilities. Ongoing, the general fund levy, or a franchise fee on gas and
electrical usage could be used to fund these two accounts. McNeill also described how an equipment
replacement fund could be established and funded as equipment is purchased.
After the funding of the Fire Station needs, the seal coat rock purchase, and the establishment of the
Capital Equipment and Capital Improvements Funds, a balance of approximately $600,000 in the Water
Fund would remain. That could be retained for the possible buyback of the water system in the future,
should the Council ever choose to do that
The Ehlers Plan recommended that the term of the bonds for street reconstruction be reduced from 19
years to 15 years. Staff recommended taking a look at this after the next three street reconstruction
projects are complete, so as to keep continuity.
It was recommended that the Council meet each year to prioritize street capital improvement programs
and expenditures on a more strategic basis.
FOLLOW-UP FROM PREVIOUS WORKSHOP
A request was received from Mendakota Country Club for the City to increase their funding from
$4,000 to $10,000 for the July 4th fireworks display. The Council agreed to fund a total of $7,000
towards the fireworks for 2017.
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A request was received from The Village at Mendota Heights to provide a higher level of funding for
improvements to be made to the fountain and sidewalks. They are requesting $9,000 for the
improvements. That was directed to be put into the preliminary budget, but that a schedule be
determined and discussed prior to the final levy being approved.
BUDGET DIRECTION
With all improvements as proposed, the preliminary budget would be set at approximately an 8%
increase from FY2016. Formal action to approve this would be taken at the September 20th regular City
Council meeting.
ADJOURN
Mayor Krebsbach adjourned the workshop at 6:55 p.m.
____________________________________
Sandra Krebsbach
ATTEST: Mayor
_______________________________
Lorri Smith, City Clerk
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REQUEST FOR COUNCIL ACTION
DATE: September 20, 2016
TO: Mayor, City Council, and City Administrator
FROM: Ryan Ruzek, P.E., Assistant City Engineer
SUBJECT: Resolution 2016-69 Approving a quitclaim Deed to the Minnesota Department of
Transportation (MnDOT) – 804 Ridge Place
COMMENT:
INTRODUCTION
The Council is asked to approve a quitclaim deed transferring ownership of a storm water
easement from the City of Mendota Heights to MnDOT.
BACKGROUND
In 1989, Mendota Heights acquired an easement at 804 Ridge Place. The purpose of the
easement was to extend a storm sewer for the construction of a bituminous trail. The storm sewer
extension was installed on a pipe owned by MnDOT.
DISCUSSION
In conjunction with the Highway 110 reconstruction project, MnDOT is proposing to replace the
entire length of this pipe. For this work to occur, MnDOT is needing to acquire additional
easement extending beyond the current city easement. MnDOT is proposing to take over the
existing city easement and has an agreement for an extension of the area. Granting this will
relieve the city of future maintenance costs and liabilities associated with the storm sewer pipe.
BUDGET IMPACT
The original easement document states the city was granted the easement for the cost of one
dollar.
RECOMMENDATION
Staff recommends Council approve Resolution 2016-69 conveying the permanent drainage
easement per Doc. No. 934659 to the Minnesota Department of Transportation.
ACTION REQUIRED
If Council wishes to enact the staff recommendation, it should pass a motion to approving
Resolution 2016-69, APPROVING A QUITCLAIM DEED TO THE MINNESOTA
DEPARTMENT OF TRANSPORTATION. This action requires a simple majority vote.
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016-69
RESOLUTION APPROVING A QUITCLAIM DEED TO THE MINNESOTA
DEPARTMENT OF TRANSPORTATION
WHEREAS, the City of Mendota Heights was granted a permanent drainage easement
on Lot 7, Somerset Hills No. 2 recorded as document No. 934659 in Dakota County, Minnesota
further described as:
The South 20 feet of the East 20 feet of the West 449 feet of Lot 7, Somerset Hills No. 2,
Section 26, Township 28 North, Range 23 West, Dakota County Minnesota; and
WHEREAS, the Minnesota Department of Transportation (MnDOT) will need utilize
and acquire additional easement to replace a drainage pipe; and
WHEREAS, a quitclaim deed was drafted by MnDOT to transfer the easement from the
City of Mendota Heights to the State of Minnesota.
NOW THEREFORE, BE IT RESOLVED, the Mendota Heights City Council hereby
approves and authorizes a quitclaim deed conveying an easement in perpetuity for drainage
puposes on that part of Lot 7, Somerset Hills No. 2, shown as Parcel 320 on MnDOT Right of
Way Plat Numbered 19-158.
BE IT FURTHER RESOLVED, the Mendota Heights City Council herby authorizes
the Mayor and City Clerk to sign the quitclaim deed.
Adopted by the City Council of the City of Mendota Heights this 20th day of September, 2016.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
________________________________
ATTEST: Sandra Krebsbach, Mayor
_________________________
Lorri Smith, City Clerk
page 18
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DATE: September 20, 2016
TO: Mayor and City Council
FROM: Mark McNeill, City Administrator
SUBJECT: Acceptance of Resignation—City Planner
COMMENT:
INTRODUCTION
The Council is asked to accept the resignation of Planner Nolan Wall.
BACKGROUND
Nolan Wall has been employed as a Planner by the City since August, 2013. He has served the
City admirably during that time.
He has submitted his resignation, as he has accepted the position of Community Development
Director for the City of Vadnais Heights. His last day with the City will be October 6th. The
Vadnais Heights position offers a nice professional opportunity for him, and allows him to return
to the City where he first interned. We wish him well.
In another memo in the September 20th meeting agenda, I have a recommendation as to how to
fill the vacancy. During the interim, we will use a consulting planner for day to day planning
needs.
RECOMMENDATION
I recommend that the City Council accept the resignation of Nolan Wall.
ACTION REQUIRED
If the Council concurs, it should, by motion, accept with regret the resignation of Nolan Wall as
Planner for the City of Mendota Heights, effective October 6, 2016.
______________________
Mark McNeill
City Administrator
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DATE: September 20, 2016
TO: Mayor, Council and City Administrator
FROM: Mike Aschenbrener, Chief of Police
SUBJECT: Personnel Action Item
COMMENT:
INTRODUCTION
Council is asked to formally hire a new Police Officer Frank LaNasa.
BACKGROUND
Staff has worked diligently to fill the open positions with in the police department with qualified
candidates. The position was advertised and a number of applicants met all of the criteria.
Interviews were conducted over two days and the top candidates were move to the background
investigation phase.
Frank LaNasa has successfully completed his background check, a medical exam, a drug screen
and psychological as required by the Minnesota Peace Officers Standards and Training Board.
The candidate is eligible for a Minnesota Peace Officers license after being hired by the City.
The candidate is currently employed as a police officer for the University of North Dakota where
over the last two years he has earned certifications in many of the basic police skills areas. He
has a Bachelor of Science from Minnesota State Mankato and received his Minnesota Peace
Officers Standards and Training Skills Certificate from Hibbing Community College.
He will be sworn in at a later date.
BUDGET IMPACT
This a budgeted position and the funding is in place.
RECOMMENDATION
If Council desires to implement the recommendation, pass a motion appointing Frank LaNasa to
the position of probationary Police Officer. Upon appointment he will provide his current
employer with his required notice and start in three weeks at pay step 1, $4,823 per month
following the Law Enforcement Labor Services contract.
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Request for City Council Action
MEETING DATE: September 20, 2016 TO: Mayor and City Council, City Administrator FROM: Nolan Wall, AICP – Planner SUBJECT: Chickens in Residential Zoning Districts
COMMENT:
Introduction
A group of residents will be presenting information at the Council meeting for consideration of allowing
chickens in residential zones within the City.
Background
Title 12-1B-2 of the City Code contains the following animal definitions:
ANIMALS, DOMESTIC: Dogs, cats, birds and other common domestic household pets.
ANIMALS, FOOD: Fish, fowl, cattle, swine, sheep and others typically raised for purposes of food
consumption, with the exception of bees where specifically allowed by the zoning districts.
According to Title 12-1E-3-C of the City Code, domestic animals are permitted in all residential zoning
districts as follows:
Domestic animals, as defined herein, keeping for noncommercial purposes, including horses for
the use of the occupants of the premises; provided, that any accessory building used for housing
such animals shall be located not less than one hundred feet (100') from the nearest residence.
Based on staff’s interpretation of the existing regulations, chickens are not considered a “domestic animal”
and are therefore not permitted as an accessory use in residential zoning districts. While the “domestic”
animal definition does include “birds,” it has been interpreted that chickens are more appropriately-defined
as a “food” animal since they are not a common household pet in urban residential areas and are typically
raised for purposes of food consumption.
As part of Planning Case 2014-35, the City Council denied a request for a Code amendment to allow
chickens in residential zoning districts. The staff report and supporting information are attached, but no
additional research has been completed on this issue since then. While Council’s action was denial of a
specific Code amendment request, the broader policy issue was discussed at subsequent workshops and it
was determined that the City would not take any additional action to amend the Code to allow chickens in
residential zones.
Discussion
Any change to the current policy regarding chickens requires the following:
1. Code amendment to allow chickens in residential zones, either as a permitted or conditional use,
including specific conditions and standards.
2. Develop permitting process and fee(s).
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Based on staff’s initial research as part of the previous request, the following issues should be researched
further for inclusion in any proposed Code amendment:
• Prohibition against roosters • Disease/Pests
• Number of chickens allowed • Noise and odor
• Coop/run setbacks • Predator threats
• Fencing • Slaughtering and sale of eggs
• Licensing and inspection • Neighborhood involvement/public hearing requirements
• Minimum lot size • Coop maintenance/design
• Waste management/disposal • Feed storage
Budget Impact
Allowing chickens in residential zones should require a fee to off-set the cost of reviewing the permit to
ensure compliance with the Code standards. As with any zoning/land use permit, there will be associated
code enforcement costs.
Recommendation
Whether or not chickens are allowed in residential zoning districts is a policy decision that should be
considered by the City Council. Staff does not have a recommendation on this issue, but, if necessary,
would work with stakeholders to provide any additional information to the Planning Commission and City
Council for consideration of the required Code amendment and permitting process.
Action Required
No action is required in response to a presentation.
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DATE: December 2, 2014
TO: Mayor, City Council and City Administrator
FROM: Nolan Wall, AICP
Planner
SUBJECT: Resolution Denying a City Code Amendment to Allow Chickens in Residential
Zoning Districts
BACKGROUND
The applicants are requesting an amendment to the City Code to allow chickens in residential zoning
districts. The application submittal includes the rationale for their request and proposed code language.
The request was initiated as a result of a code enforcement case on the applicants’ property; additional
background is included in the staff report. Staff receives regular inquiries regarding the keeping of
chickens, and other non-domestic animals, in residential areas. This request presents an opportunity for the
City Council to consider addressing the current prohibition.
The Planning Commission unanimously recommended denial of the proposed code amendment, but
without the specific finding that keeping of chickens is not appropriate on residential properties in the City.
The amended findings of fact are included in the attached resolution for consideration.
Regarding the proposed use, the Planning Commission passed a motion in favor of the City Council making
a policy determination on whether or not to consider an amendment to the Code to permit chickens in
residential zoning districts.
The Planning Commission conducted a public hearing at the November 25 meeting. The applicant
commented on the nature of the complaint regarding the chickens and the benefit they can have as pets.
Neighboring property owners expressed their opinions that the proposed code amendment was adequate
and that chickens may attract additional predators into the area.
BUDGET IMPACT
N/A
RECOMMENDATION
The Planning Commission recommended denial of the proposed code amendment, as described in Planning
Case 2014-35. If the City Council desires to implement the recommendation, pass a motion adopting
RESOLUTION 2014-83 DENYING A PROPOSED CITY CODE AMENDMENT TO ALLOW
CHICKENS IN RESIDENTIAL ZONING DISTRICTS.
If the City Council desires to further consider allowing chickens in residential zoning districts, it is
recommended that staff be directed to bring forward a code amendment application.
These matters require a simple majority vote.
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2014-83
RESOLUTION DENYING A PROPOSED CITY CODE AMENDMENT TO
ALLOW CHICKENS IN RESIDENTIAL ZONING DISTRICTS
WHEREAS, Matthew and Mary Paquette have applied for an amendment to the
City Code to allow chickens in residential zoning districts as proposed in Planning Case
2014-35; and
WHEREAS, the Mendota Heights Planning Commission held a public hearing on
this matter at their regular meeting on November 25, 2014.
NOW THEREFORE BE IT RESOLVED by the Mendota Heights City Council
that the code amendment request as proposed in Planning Case 2014-35 is hereby denied
based on the finding of fact that the proposed code amendment does not address all of the
necessary regulations to prevent nuisances.
Adopted by the City Council of the City of Mendota Heights this second day of
December, 2014.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
Sandra Krebs i ach, Mayor
ATTEST:
Lorri Smith, City Clerk
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DATE: November 25, 2014
TO: Planning Commission
FROM: Nolan Wall, AICP
Planner
SUBJECT: Planning Case 2014-35
Code Amendment Application
APPLICANT: Matthew and Mary Paquette
PROPERTY ADDRESS: N/A
ZONED/GUIDED: N/A
ACTION DEADLINE: January 11, 2014
DESCRIPTION OF THE REQUEST
The applicants are requesting an amendment to Title 12, Chapter 1 of the City Code (Zoning) to allow
chickens in residential zoning districts.
BACKGROUND
Staff was made aware of the presence of chickens, including a chicken coop/run, at the applicants’ residence
located at 1119 Dodd Road and informed them of the applicable regulations. The applicants responded by
appealing the City’s interpretation of the Code and requested a variance to allow the chickens and the
associated structures to remain in their present location on the property. Staff responded by providing
additional information on the City’s policies and informed them of the inability to grant a variance for such
a request. Furthermore, it was suggested that a code amendment could be pursued and considered by the
Planning Commission and City Council.
As part of Planning Case 2012-34, the City Council ultimately denied a similar request to allow pigeons in
residential zoning districts. Staff receives regular inquiries regarding the keeping of chickens, and other
non-domestic animals, in residential areas. This request presents an opportunity for the Planning
Commission and City Council to consider addressing the current prohibition.
ANALYSIS
Existing Code Regulations
The Code contains the following definitions of animals:
12-1B-2: DEFINITIONS:
ANIMALS, DOMESTIC: Dogs, cats, birds and other common domestic household pets.
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ANIMALS, FOOD: Fish, fowl, cattle, swine, sheep and others typically raised for purposes of food
consumption, with the exception of bees where specifically allowed by the zoning districts.
In addition, domestic animals are permitted in all residential zoning districts as follows:
12-1E-3: R-1 ONE-FAMILY RESIDENTIAL DISTRICT:
C. Permitted Accessory Uses: Within the R-1 one-family residential district, the following uses shall be
permitted accessory uses:
Domestic animals, as defined herein, keeping for noncommercial purposes, including horses for the use of
the occupants of the premises; provided, that any accessory building used for housing such animals shall
be located not less than one hundred feet (100') from the nearest residence.
Based on staff’s interpretation of the existing regulations, chickens are not considered a “domestic animal”
and are therefore not permitted as an accessory use in the residential zoning districts. While the “domestic”
animal definition does include “birds,” it has been interpreted that chickens are more appropriately defined
as a “food” animal since they are not a common household pet in urban residential areas and are typically
raised for purposes of food consumption.
Proposed Code Amendment
According to the applicants, the proposed code amendment is intended to permit chickens on residential
properties and would be subject to the following standards, similar to those found in example ordinances
(as included in the attached application materials):
1. Chickens (Gallus gallus domesticus) may be allowed on residential properties.
2. Only hens (no roosters) are allowed.
3. A maximum of four hens per lot are allowed.
4. The chicken coop and run shall be setback at least 10 feet from the rear lot line and at least 5
feet from the side lot lines. They must be at least 25 feet from the nearest habitable structure.
5. If the chickens are not contained at all times to the coop and run and allowed to freely roam
within the yard, the property shall be enclosed by a fence.
Poultry and Fowl Ordinance Survey
As part of a code amendment process in consideration of poultry and fowl regulations, the City of Cottage
Grove conducted an extensive survey of ordinances in Minnesota. The survey was completed in 2012 and
is attached for your review. In summary:
• 52 communities surveyed
• 17 communities (33%) allowed poultry/fowl on urban residential lots
• 35 communities (67%) prohibited poultry/fowl on urban residential lots
Numerous communities are still in the process of evaluating ordinances on the issue. Of those, staff is
aware that the cities of Farmington, Shakopee, and Savage now allow chickens on residential lots.
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Additional Issues for Consideration
The application materials include the applicants’ rationale and potential benefits of keeping chickens on
residential properties in the City. As shown in the ordinance survey, regulations regarding chickens vary
for each city. Prior to consideration of the request, staff raises the following issues for additional discussion:
1. Use Category and Definition
As part of Planning Case 2012-34, the Planning Commission considered amendments creating an
interim use permit and to the domestic animal definition to allow pigeons; neither of which were
approved. As in Title 12-1E-3(C) of the Code, bees are allowed as an accessory use in residential
zoning districts, subject to conditions.
The proposed amendment does not contain a definition nor any reference to a specific Code section
regarding the use category.
2. Licensing and Inspection Requirements
Many cities that allow chickens in residential zones require a license to ensure the applicable standards
are met and maintained, subject to inspection. Licenses are either issued administratively or through a
conditional/interim use permit following a formal public hearing.
In some cases, licenses approved administratively require notice and approval from the contiguous
property owners. A formal conditional/interim use permit requires notice of a much larger area, but
would most likely be difficult to deny if the conditions were met and the surrounding properties were
in opposition to the request. It is assumed that cities without licensing requirements deal with any
issues on a complaint basis. Either option requires additional staff time to review, process, and enforce.
The proposed code amendment does not contain any licensing or inspection requirements.
3. Chicken Coop and Run Requirements
Most cities require an accessory chicken coop and run (see attached images) and do not allow any
chickens to be located in any part of the dwelling and/or garage nor in the front yard. In addition, the
structures are subject to size, setback, and screening standards. The table below compares the existing
accessory structure standards and those in the proposed code amendment:
Standard Existing Proposed
Size 144 sq. ft. (4 acres or less)
425 sq. ft. (more than 4 acres) None
Side Yard Setback 5 ft. (under 144 sq. ft.)
10 ft. (over 144 sq. ft.) 5 ft.
Rear Yard Setback 5 ft. (under 144 sq. ft.)
10 ft. (over 144 sq. ft.) 10 ft.
Nearest Residence Setback 100 ft. (housing domestic animals) 25 ft.
Screening None None
The proposed code amendment does not contain size or screening standards for chicken coops/runs.
4. Minimum Lot Size
Based on the ordinance survey, 13 out of 52 cities had minimum lot size standards for the keeping of
chickens. However, none of those cities allowed chickens on urban residential lots, similar to the R-1
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Zoning District. The existing regulations regarding beekeeping include a 50-acre minimum lot size, in
addition to other conditions.
The proposed code amendment does not contain a minimum lot size requirement.
5. Other Issues
• Maximum number of chickens – is the proposed limit (4 hens) adequate?
• Other animals (goats, ducks, geese, pot-belly pigs, pigeons) – pet vs. means of food production?
• Waste management/disposal – are additional standards necessary?
• Disease/Pests – are avian influenza and salmonellosis a concern?
• Noise – are additional standards beyond prohibiting roosters necessary?
• Odor – are the proposed setbacks and best management practices adequate?
• Predators – are hawks, eagles, owls, raccoons, coyotes, fox, dogs, etc. an increased threat?
• Slaughtering and sale of eggs – should they be expressly prohibited?
• Neighborhood involvement – should approval from the neighbors be required?
• Maintenance/design of chicken coops – are additional standards necessary?
• Feed storage – are additional standards necessary?
STAFF RECOMMENDATION
The proposed code amendment application raises two questions for consideration:
1. Should the City consider amending the Code to allow chickens in residential zoning districts?
2. If so, under what conditions should chickens be allowed?
Whether or not chickens should be allowed in residential zoning districts is a policy decision that should
be considered by the City Council, based on a recommendation from the Planning Commission. Staff does
not have a recommendation on this issue, but, if necessary, is willing to work with the applicants and/or
other stakeholders to provide any additional information to the Planning Commission or City Council on
the issue for discussion.
Regardless of the Planning Commission’s recommendation on the use being requested, staff recommends
denial of the proposed code amendment provided by the applicants. As noted, there are many issues that
are not addressed in the proposed language that should be researched and discussed further if the City wants
to consider allowing chickens in residential zoning districts. If the City Council decides the use should be
considered, with specific conditions, then staff could be directed to draft potential code amendments for
further review and recommendation by the Planning Commission.
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ACTION REQUESTED
Staff recommends action be taken on the application before the Planning Commission, which is the specific
code amendment language included in the request.
A separate motion could be made and discussed regarding further direction to the City Council in
consideration of the proposed use.
Following a public hearing, the Planning Commission may consider the following actions:
1. Recommend denial of the proposed code amendment, based on the attached findings of fact.
OR
2. Recommend approval of the proposed code amendment, based on the attached findings of fact.
OR
3. Table the request.
MATERIALS INCLUDED FOR REVIEW
1. Poultry and Fowl Ordinance Survey – completed by the City of Cottage Grove (2012)
2. Chicken Coop/Run images
3. Newspaper articles (01.14.14 Pioneer Press, 07.12.14 and 03.23.13 Star Tribune)
4. Planning Application, including supporting materials
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Request for City Council Action
MEETING DATE: September 20, 2016 TO: Mayor and City Council, City Administrator FROM: Nolan Wall, AICP – Planner
Ryan Ruzek, P.E. – Assistant City Engineer SUBJECT: Planning Case 2016-16
CUP for PUD Amendment, Preliminary/Final Plat, and Wetlands Permit
COMMENT:
Introduction
The applicant is seeking approval to amend a planned unit development final development plan, including
preliminary/final plat and wetlands permit requests. Title 12-1K-6-G of the City Code requires City
Council approval for amendments to an approved planned unit development final development plan by
conditional use permit.
Background
The Planning Commission closed the public hearing on this case at the May 24th meeting and unanimously
recommended approval of the proposed requests. The City Council was presented the proposed
development plans at the July 6th meeting for review and tabled action on the requests.
Based on that discussion, the applicant came before the City Council at the August 2nd meeting and
presented revised plans for continued discussion. Due to the lack of a MnDOT ROW Permit, Council again
took no action and the applicant voluntary extended the review period to September 23rd.
Discussion
The applicant has now received written confirmation from MnDOT that a right-in only access permit will
be conditionally-granted off State Trunk Highway 110, as included in the attached letter. The revised plans
and letter from the applicant describing the revisions are attached for review and comment. Staff has
reviewed the revised plans and incorporated additional conditions into the resolution of approval for
Council consideration in this case.
The City is using its quasi-judicial authority when considering action on subdivision and zoning requests
and has limited discretion; a determination regarding whether or not the request meets the applicable code
standards is required.
Budget Impact
N/A
Recommendation
Staff recommends the City Council consider the following actions in this case:
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1. APPROVE Resolution 2016-68 for a conditional use permit for a planned unit development final
development plan amendment, preliminary/final plat, vacation of existing drainage and utility
easements, and wetlands permit requests, based on the attached findings of fact, with conditions.
OR
2. DENY Resolution 2016-68 for a conditional use permit for a planned unit development final
development plan amendment, preliminary/final plat, vacation of existing drainage and utility
easements, and wetlands permit requests, based on the finding(s) of fact determined by the City
Council.
Action Required
This matter requires a simple majority vote.
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016-68
RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A PLANNED UNIT
DEVELOPMENT FINAL DEVELOPMENT PLAN AMENDMENT,
PRELIMINARY/FINAL PLAT, VACATION OF EXISTING DRAINAGE AND UTILITY
EASEMENTS, AND WETLANDS PERMIT AT 720-756 HIGHWAY 110
WHEREAS, Mendota Mall Associates/Paster Properties has applied for a conditional use
permit for a planned unit development final development plan amendment, preliminary/final plat,
vacation of existing drainage and utility easements, and wetlands permit requests as proposed in
Planning Case 2016-16 and described in Exhibit A; and
WHEREAS, the Mendota Heights Planning Commission held a public hearing on this
matter at their regular meeting on June 28, 2016.
NOW THEREFORE BE IT RESOLVED by the Mendota Heights City Council that the
conditional use permit for a planned unit development final development plan amendment,
preliminary/final plat, vacation of existing drainage and utility easements, and wetlands permit
requests as proposed in Planning Case 2016-16 are hereby approved with the following findings of
fact:
1. The proposed amendment to the Planned Unit Development Final Development Plan is
consistent with the Comprehensive Plan and applicable City Code requirements for such a
development.
2. The proposed project utilizes the planned unit development (PUD) zoning flexibility to
enhance development of the property without negatively impacting surrounding land uses
and natural resources.
3. Construction of the proposed high-density residential development accounts for a significant
amount of the Metropolitan Council’s Year 2040 forecasted population and household
increases.
4. The proposed project is designed to minimize impacts on the wetland areas and is consistent
with the previously-approved PUD.
5. The proposed trail and pedestrian connections included as part of the proposed project will
facilitate recreational opportunities.
BE IT FURTHER RESOLVED, by the Mendota Heights City Council that the conditional
use permit for a planned unit development final development plan amendment, preliminary/final
plat, vacation of existing drainage and utility easements, and wetlands permit requests as proposed
in Planning Case 2016-16 are hereby approved with the following conditions:
1. The applicant shall draft appropriate amendments to the existing Development Agreement
and pay all fees and securities required by approval of the proposed project, to be reviewed
by staff and the City Attorney and approved by the City Council.
2. Necessary drainage and utility easements shall be included on the Final Plat, as determined
by staff and Saint Paul Regional Water Service.
3. As part of the proposed high-density residential use, the applicant shall make at least 20
underground spaces available for visitor/guest parking.
4. The proposed commercial development shall be limited to an appropriate square footage of
restaurant space to accommodate off-street parking demand and maintain consistency with
the traffic analysis, to be included as part of the amended Development Agreement.
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5. The applicant shall submit a comprehensive signage plan for the proposed multi-tenant
commercial buildings that is compliant with the applicable design standards and City Code,
to be reviewed by staff and included as part of the amended Development Agreement.
6. Rooftop mechanical units shall be of a low profile variety. All ground-level and rooftop
mechanical utilities, other than low profile rooftop units, shall be completely screened with
one or more of the materials used in the construction of the principal structure, to be reviewed
by staff and verified as part of the building permit review process.
7. Plant material shall be utilized as a screening element for building utility areas, but shall not
obstruct fire department connections or hydrants, to be reviewed by staff and verified as part
of the building permit review process.
8. All loading service, utility and outdoor storage areas shall be screened from public roads and
adjacent differing land uses. When natural materials are used as a screen, the screen shall
achieve 75% opacity year round.
9. A performance bond or letter of credit shall be supplied by the applicant in an amount equal
to at least one and one-half (11/2) times the value of such screening, landscaping, or other
improvements, to be included as part of the amended Development Agreement.
10. The owner, tenant and their respective agents shall be jointly and severally responsible for
the maintenance of all landscaping in a condition presenting a healthy, neat and orderly
appearance and free from refuse and debris. Plants and ground cover which are required by
an approved site or landscape plan and which have died shall be replaced as soon as seasonal
or weather conditions allow.
11. A revised Lighting Plan shall be submitted that includes proposed building lighting and any
additional lighting within the MnDOT right-of-way, to be reviewed by staff and included as
part of the amended Development Agreement.
12. The final Storm Water Modeling Report shall be signed by a currently licensed Professional
Engineer in the State of Minnesota.
13. Stream flow and corresponding culvert sizing shall be completed using Atlas 14 rainfall
quantities.
14. The required traffic report requested by MnDOT shall be signed by a currently licensed
Professional Engineer in the State of Minnesota.
15. A MnDOT Right-of-Way Access Permit shall be obtained for the proposed access to STH
110 as shown in the proposed plans and provided to the City prior to issuance of any building
permits.
16. The proposed water system shall be designed and constructed to Saint Paul Regional Water
Service (SPRWS) standards, including written approval of the design layout prior to final
City Council approval.
17. The proposed common sanitary sewer line serving both commercial buildings shall be placed
within a drainage and utility easement equal in width to twice the depth of the sewer pipe or
a minimum of twenty (20) feet.
18. A profile (elevation) view of creek crossing depicting utility locations and separation
distance from creek culvert shall be provided and approved by SPRWS.
19. The proposed trail connection to the Mendota-Lebanon Hills Greenway Trail shall be
coordinated with Dakota County, including a written agreement prior to issuance of any
building permits.
20. A cut/fill analysis shall be provided along with final building permit plans denoting the
amount of material export/import expected for the complete development.
21. Proposed retaining walls in excess of four feet in height shall require engineering design to be
provided with the building permit application.
page 52
22. The applicant shall begin the work authorized by the wetlands permit within ninety (90) days
from the date of issuance of the permit, or obtain an extension as permitted by City Code.
23. The applicant shall complete the work authorized by the wetlands permit within the twelve
(12) months from the date of issuance of the permit, or obtain an extension as permitted by
City Code.
24. Building and grading permits shall be obtained from the City prior to construction
commencement.
25. All grading and construction activities as part of the proposed development shall be in
compliance with applicable federal, state, and local regulations and codes, as well as in
compliance with the City’s Land Disturbance Guidance Document.
26. Drive lane access into and out of the off-street parking areas to the building’s front doors
shall be unimpeded and a minimum of 20-foot-wide clear access.
27. The radiuses on the Outlot A shall be such that fire truck turning movements are unimpeded,
to be reviewed and approved by staff.
28. The proposed underground storm water structures shall support fire equipment weight if
required to be driven over by a fire truck.
29. No Parking signs shall be posted around Outlot A and compact stalls shall be appropriately-
denoted, to be reviewed by staff and included as part of the amended Development
Agreement.
30. All applicable fire and building codes, as adopted/amended by the City, shall apply and the
buildings shall be fully-protected by an automatic fire sprinkler system.
31. The amended Development Agreement shall specifically identify the parking proposed
within the Development Plan being 106 commercial, 237 residential, including 40 visitor
spaces, and that there is a commitment on the part of the developer to live within those
numbers and that if problems emerge that they will take immediate steps to mitigate parking
problems.
32. The applicant shall provide any revised storm water calculations and plans as a result of field
changes due to soil conditions for staff review and approval prior to issuance of any building
permits.
33. The applicant shall record the Final Plat with Dakota County prior to issuance of any building
permits.
34. The applicant shall pay any required park dedication fees, as required by City Code, prior to
issuance of any building permits, to be included as part of the amended Development
Agreement.
35. Any subsequent amendments or changes to the proposed Final Development Plan will be
reviewed and processed as required by City Code.
Adopted by the City Council of the City of Mendota Heights this twentieth day of September, 2016.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
_____________________________
Sandra Krebsbach, Mayor
ATTEST:
______________________________
Lorri Smith, City Clerk
page 53
TO Mr. Nolan Wall
DATE: September 12th, 2016
FROM: Mike Sturdivant and John Kohler
Subject: Updated Submittal Package
Mr. Wall,
Below is a summary list of changes being provided in order to assist in your review.
1. Architectural Plans and Elevations
a. The commercial building floor plans and elevations have been coordinated to match the most recent
civil site plans per sheets A006 and A005. It was noted that the previous elevations and plans did not
match exactly the building footprint shown in the Civil plans. All of the square footage noted on the
plans and elevations have remained the same.
2. Civil Plans
a. The road and bridge connecting the new proposed development and the existing Mendota Plaza have
been realigned in order to encourage exiting traffic traveling south to continue onto South Plaza Drive
per previous discussions with MnDOT.
b. Per sheet C2.0 there is an addition of One (1) parking stall in the commercial parking lot for a total of
106 stalls.
c. Per sheet C3.1 - Outlot A is no longer being contemplated as an area for storm water management
ponding and thus has been eliminated. Lot 1 will now include the old Outlot A area. Outlot B is now
labeled Outlot A. The revised storm water detention area has been relocated to below the
commercial parking area adjacent to the retaining wall. This area is included in a drainage easement.
d. Per sheet C3.5 – Updates to the landscape plan per local Master Gardner and the Dodge Nature
Center (DNC).
e. Per sheet 4.1 – Revised utility plan based on underground detention area in commercial parking lot.
f. Per sheet C4.2 – Pond changed to site feature only.
g. Per sheet L2.1 – Revised landscape plan to incorporate comments from local Master Gardeners and
the Dodge Nature Center (DNC). These updates include, but are not limited to, more pollinator
friendly plant species, and replacement of some sodded areas with natural grasses and other low
mow/no mow varieties.
3. MnDOT Update
a. MnDOT letter confirming right in access allowed as per the attached.
4. SPRWS Approval of plans
a. We have received written approval of our construction plans from Saint Paul Regional Water Service.
page 54
page 55
DRIVETHRUDRIVETHRUDRIVETHRUDRIVETHRU
MENUONLYONLYSOUTH PLAZA DRIVEDODD ROAD (TH 149)STATE TRUNK HIGHWAY NO 110MENDOTA PLAZAWALGREENSMcDONALD'SAMOCOR
E
S
I
D
E
N
T
I
A
LPONDPONDRESIDENTIALFUTURE CHILD CAREFUTURE OFFICERESTAURANTRETAIL/RESTAURANTDECKLOCATION MAPPROJECT CONTACTSNOT TO SCALEOWNERCIVIL ENGINEERSTEVE JOHNSTON, PET (612) 260-7982F (612) 260-7990ELAN DESIGN LAB, INC.901 N 3rd STREETSUITE 120MINNEAPOLIS, MN 55401LANDSCAPEARCHITECTPILAR SARAITHONG, RLAT (612) 260-7980F (612) 260-7990LAND SURVEYORDAN THURMES, LST (651) 275-8969F (651) 275-8976CORNERSTONE LAND SURVEYING, INC.6750 STILLWATER BLVD. N. SUITE 1STILLWATER, MN 55082ELAN DESIGN LAB, INC.901 N 3rd STREETSUITE 120MINNEAPOLIS, MN 55401SHEET INDEXMENDOTA PLAZAMENDOTA HEIGHTS - MINNESOTAPERMIT ISSUEAUGUST 12, 2016(REVISION 1 - SEPTEMBER 9, 2016)ELECTRICITYBUILDERS CALL LINE(800) 628-2121CABLECOMCAST BUSINESS(855) 439-8601COMCAST XFINITYXCEL ENERGYTELEPHONECENTURYLINK BUSINESS(800) 871-9244CENTURYLINKBUILDERS HOTLINE(612) 342-5123CENTER POINT ENERGYGASPAS16001PROJECT NO.SITENOT TO SCALEVICINITY MAPC0.1 COVER SHEETA1.1 APARTMENT BUILDING LOWER AND FIRST LEVEL PLANSA1.2 APARTMENT BUILDING SECOND, THIRD AND FOURTH LEVEL PLANSA1.3 APARTMENT BUILDING ELEVATIONSA1.4 APARTMENT BUILDING ELEVATIONSA1.5 COMMERCIAL BUILDING PLANSA1.6 COMMERCIAL BUILDING ELEVATIONSC1.1 CERTIFIED SURVEY 1 OF 2C1.2 CERTIFIED SURVEY 2 OF 2C1.3 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC2.3 SIGNAGE PLANC2.4 SITE & GRADING PLAN - MnDOT RIGHT OF WAYC2.5 TRAFFIC CONTROL, GENERAL NOTES & DETAILS- MnDOT RIGHT OF WAYC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC4.2 STORMWATER MANAGEMENT PLANC4.3 WATER LINE PROFILESC5.1 PRELIMINARY PLATC5.2 FINAL PLAT 1 OF 2C5.3 FINAL PLAT 2 OF 2C6.1 DETAILSC6.2 DETAILSC6.3 DETAILSC6.4 DETAILSC6.5 DETAILSC6.6 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILE1.1 PHOTOMETRIC PLAN5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MN 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PASTER PROPERIES5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MN 55416AT HOME APARTMENTS616 LINCOLN AVENUEST. PAUL, MN 55102JOHN KOHLERMIKE STURDIVANTT (651) 646-7901F (612) 646-1389MIKE CASHILLLEANNA STEFANIAKT (651) 225-8227F (615) 221-033935E494521105513MARIE AVENUE WDELAWARE AVENUEDODD ROADLEXINGTON AVENUEPILOT KNOB ROADWENTWORTH AVENUE WS ROBERT TRAILMENDOTA HEIGHT RDARCHITECTPETE KEELY, AIAT (651) 472-0050COLLAGE ARCHITECTS705 RAYMOND AVENUE, SUITE 200ST. PAUL, MN 55114LAND SURVEYING, INC.CORNERSTONESuite #16750 Stillwater Blvd. N.Stillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.net705 RAYMOND AVENUE #200ST. PAUL, MN 55114612-472-0050ST. PAULREGIONAL WATERUTILITYENGINEERINGT (651) 266-6270MCCARRONS CENTER1900 RICE STREETST. PAUL, MN 55113page 56
20'-0"24'-0"20'-0"19'-0"18'-0"24'-3"20'-0"24'-0"20'-0"
174'-8"38'-0"169'-412"232'-8"
43'-8"84'-1"42'-4 5
16"206'-3316"135'-11
1
1
6"
19'-7"23'-5"20'-0"18'-0"18'-0"26'-214"20'-0"24'-0"20'-0"232'-8"66'-0"174'-8"169'-412"135'-11
1
16"60'-07
8"32'-0"52'-1"42'-4 5
16"
7
7
'
-
2
1
2"206'-3316"14'-5"84'-1"SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
FLOOR PLANS
1/32" = 1'-0"
page 57
66'-0"174'-8"174'-1112"75'-7 1
16"92'-1"42'-4 5
16"
7
7
'
-
2
12"206'-3316"244'-8"
174'-8"174'-1112"90'-1"77'-21
2
"206'-1716"129'-258"61'-7 1
16"
27'-10 5
16"33'-1012"6'-3"21'-2"9'-0"40'-4"11'-91
2"39'-101
2"66'-0"129'-258"
244'-8"
46'-101
2"6'-21
2"43'-11"33'-1012"6'-3"29'-1012"4'-0"4'-0"29'-11"6'-3"29'-1012"4'-0"244'-8"94'-0"174'-8"174'-111316"92'-1"41'-10 5
16"77'-11"206'-3316"75'-7 1
16"29'-1012"6'-3"29'-1012"43'-41
4"11'-91
2"39'-101
2"29'-11"6'-3"29'-1012"4'-0"4'-0"4'-0"4'-0"129'-258"SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
FLOOR PLANS
1/32" = 1'-0"
page 58
10'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"1
33
1
9
10
4
8
12
7
5
11
2
9
5
10
13
3
7
8
6
13
10
9
11
8
12
3
5
6
12
11
12
1
6
4
1
3
9
10
6
8
7
13
4
3 212
64'-0"48'-10"65'-8"58'-8"13 69'-658"69'-111316"110'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"6
8
13
6
7
12
11
8
6
1 67'-1"3 2
2
8
7
6
3
8
1
2
2
1214
MATERIAL INDEX
1
2
3
4
5
6
7
8
9
10
11
12
FACE BRICK
STONE VENEER
DECORATIVE MASONRY VENEER
STONE SILL
CEMENT BOARD LAP SIDING #1
CEMENT BOARD LAP SIDING #2
CEMENT BOARD TRIM
PREFINISHED METAL TRIM
SYNTHETIC CLAD WINDOWS
PREFINISHED ALUMINUM RAILING
SYNTHETIC WOOD
PAINTED METAL
METAL PANEL
METAL PLANTING SCREEN
13
14
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
ELEVATIONS
1/16" = 1'-0"
page 59
13
10
5
9
7
7
8
2
1
13
5
1
10
9
4
6
7
8
8
11
7
12
47'-8"13
5
10
9
10
6
7
7
13
1
22
1
3
10
1
9
4
1
1
12
8
4
3
2
10
5
4
1
6
8
8
11
345'-5"59'-1"61'-0"10'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"7
4
6 5132 5
6
6
56
1
5
6
10
8
6
8
11
12
13
2
2
5
10
9
12
8
8
10'-4"10'-1178"10'-1178"10'-1178"10'-118"9'-8"3'-912"MATERIAL INDEX
1
2
3
4
5
6
7
8
9
10
11
12
FACE BRICK
STONE VENEER
DECORATIVE MASONRY VENEER
STONE SILL
CEMENT BOARD LAP SIDING #1
CEMENT BOARD LAP SIDING #2
CEMENT BOARD TRIM
PREFINISHED METAL TRIM
SYNTHETIC CLAD WINDOWS
PREFINISHED ALUMINUM RAILING
SYNTHETIC WOOD
PAINTED METAL
METAL PANEL
METAL PLANTING SCREEN
13
14
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:July 27, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
www.collagearch.com
MENDOTA
MENDOTA HEIGHTS, MN
SHEET TITLE
PROJECT NO:
DRAWN BY:
CHK'D BY:
DESCRIPTIONDATEMARK
DATE:June 13, 2016
DATE: APR.25.2016
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 ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
PETER KEELY
REGISTRATION NO: 23570
Collage | architects
Architect
Pete Keely
651.472.0050
705 Raymond Avenue #200
St. Paul, Minnesota 55114
CITY SUBMITTAL
PK
PK
MENDOTA
MENDOTA HEIGHTS, MN
ELEVATIONS
1/16" = 1'-0"
page 60
DATE:September 17, 2016DATE: JUN.13.2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.PETER KEELYREGISTRATION NO: 23570Collage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114CITY SUBMITTALwww.collagearch.comMENDOTAMENDOTA HEIGHTS, MNpage 61
DATE:DATE: JUN.13.2016I HEREBY CERTIFY THAT THIS PLAN SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.PETER KEELYREGISTRATION NO: 23570Collage | architectsArchitectPete Keely651.472.0050705 Raymond Avenue #200St. Paul, Minnesota 55114CITY SUBMITTALwww.collagearch.comMENDOTAMENDOTA HEIGHTS, MNSeptember 17, 2016page 62
10
10
11
12
14
17
17
28
32
34 35 36
40
41
41
41
42
42
STATE TRUNK HIGHWAY NO. 110
A
DODD ROADSOUTH PLAZA DR
15
40
NO BUILDINGS
NO BUILDINGS
40
27
27
10
40
40
40
16
16
12 CONTACT:
PASTER PROPERTIES
John Kohler
Director of Development
2227 University Ave. W
St. Paul, MN 55114
VICINITY MAP
PAS16003
SURVPAS03
CERTIFICATE OF
SURVEY
COUNTY/CITY:
REVISIONS:
PROJECT LOCATION:
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8976
dan@
cssurvey
.net
DATE REVISION
PROJECT NO.
FILE NAMENORTH(NOT TO SCALE)
3-17-16 PRELIMINARY ISSUE
0
NORTH
80 160
4-04-16 WETLANDS
4-18-16 ALTA ISSUE
5-31-16 30' ACCESS
THERE ARE 0 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL.
EXISTING PARKING:
THIS PROPERTY LIES WITHIN THE UNPRINTED FEMA FLOOD INSURANCE
RATE MAP NUMBER 27037C0040E.
FLOOD INFORMATION:
LEGAL DESCRIPTION:
CERTIFICATION:
To: At Home Apartments, LLC, a Minnesota limited liability company; Mendota Mall Associates -
Outlots, LLC, a Minnesota limited liability company; Commercial Partners Title, LLC; and Old
Republic National Title Insurance Company: This is to certify that this map or plat and the survey on
which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements
for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes
Items 1, 2, 3, 4, 7(a), 7(b)(1), 7(c), 8, 9, 11, 16, 17, 18 and 19 of Table A thereof. The field work was
completed on March 11, 2016, and APRIL 01, 2016.
CORNERSTONE LAND SURVEYING, INC.
Dated: 4-18-16
Revised:
By :____________________________
Daniel L. Thurmes
Minnesota License No. 25718
The Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance Company,
commitment having a file number of 51089 and an effective date of March 8, 2016 as listed on this
survey was relied upon for matters of record. Other easements may exist that were not shown in
this commitment and are not shown on this survey.
TABLE A NOTES:
8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE
FIELDWORK ARE SHOWN ON THE SURVEY.
16. NO RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR
BUILDING ADDITIONS WERE OBSERVED IN THE PROCESS OF CONDUCTING
THE FIELDWORK FOR THIS SURVEY.
17. SURVEYOR IS UNAWARE OF ANY PROPOSED CHANGES TO STREET RIGHT OF
WAY LINES.
18. WETLAND MARKERS PLACED BY A QUALIFIED SPECIALIST WERE OBSERVED IN
THE PROCESS OF CONDUCTING THE FIELDWORK AND ARE SHOWN ON THE
SURVEY.
19. PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES DISCLOSED IN
DOCUMENTS PROVIDED OR OBTAINED BY THE SURVEYOR ARE SHOWN ON
SHEET 1 OF 2 SHEETS.
AREA:
(SUBJECT PROPERTY)
LOT 3 = 59,249 SQ. FT.
LOT 4 = 79,733 SQ. FT.
LOT 5 = 56,013 SQ. FT.
OUTLOT C = 21,075 SQ. FT.
TOTAL AREA = 216,070 SQ.FT./ 4.96 ACRES, MORE OR LESS
(OTHER PROPERTY LISTED IN TITLE COMMITMENT)
OUTLOT B = 22,334 SQ. FT.
OUTLOT D = 15,907 SQ. FT.
OUTLOT B AND D AREA = 38,241 SQ.FT./ 0.88 ACRES, MORE OR LESS
EASEMENT NOTES:
The following survey related exceptions appear on the Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance
Company, commitment having a file number of 51089 and an effective date of March 8, 2016:
10. Easement for drainage ditch and/or storm sewer conduit or culvert, in favor of Village of Mendota Heights, as created in document
dated December 19, 1963, filed February 10, 1964, as Document No. 305366, in Book 76 of Misc., Page 71. (SHOWN ON SURVEY)
(AFFECTS SUBJECT PROPERTY)
11. Easement for passage of surface water lands for the benefit of lands to the West of premises, as created in document dated April 30,
1958, filed June 25, 1958, as Document No. 259733, in Book 265 of Deeds, Page 408. (SHOWN ON SURVEY)
12. Restricted access to Highway 110 as shown by Final Certificate dated October 13, 1959, filed November 16, 1959 in Book 72 of Misc.,
Page 233 and Quit Claim Deed dated July 19, 2005, filed August 1, 2005, as Document No. 2346152. (SHOWN ON SURVEY)
13. Easement for highway purposes, in favor of the State of Minnesota, as created in document dated January 15, 1953, filed March 16,
1953, in Book 61 of Misc., Page 504. (DOCUMENT NOT LEGIBLE) (R/W LINE AS SHOWN ON MENDOTA PLAZA EXPANSION SHOWN)
14. Restricted access to Highway 110 as shown by Quit Claim Deed dated July 25, 2005, filed September 16, 2005, as Document No.
2361485, and Quit Claim Deed dated August 4, 2005, filed September 16, 2005, as Document No. 2361486. (SHOWN ON SURVEY)
15. Obtain and record a certified copy of the resolution of the city council of the City of Mendota Heights authorizing the sale of the
following property: The Southerly 90 feet of that part of the East-Half of the Northwest Quarter of the Southwest Quarter of Section 25,
Township 28 North, Range 23 West, described as follows: Commencing at the Southwest corner of said Section 25; thence North along
the West line of said Section 25, a distance of 2634.9 feet to the West Quarter corner of said Section 25; thence East with an inside
angle of 89 degrees 57 minutes along the East-West Quarter line of said Section 25, a distance of 1021.1 feet; thence South on an
inside angle of 90 degrees 03 minutes, a distance of 54.50 feet to the point of beginning, said point begin on the South right-of-way
line, of Minnesota State Highway No. 110; thence Eat along the Highway right-of-way line, a distance of 100 feet; thence South with an
inside angle 89 degrees 58 minutes, a distance of 100 feet; thence West with an inside angle of 90 degrees 02 minutes, a distance of
100 feet; thence North with an inside angle of 89 degrees 58 minutes, a distance of 100 feet to the point of beginning.
(AREA DESCRIBED HEREIN SHOWN ON SURVEY.)
16. Subject to drainage ditch and ponding areas as shown by survey of RLK Incorporated dated March 26, 2010.
(NO RLK SURVEY PROVIDED FOR THE BENEFIT OF THIS SURVEY) (EXISTING PONDING AREAS OUTSIDE OF SUBJECT PROPERTY)
17. Easements for utilities and drainage as shown on the recorded plat of Mendota Plaza. (DOES NOT AFFECT SUBJECT PROPERTY)
18-24. (DOES NOT AFFECT SUBJECT PROPERTY)
25. Easement for drainage ditch dated September 6, 1973, filed November 29, 1973, as Document No. 426796. (TEMPORARY EASEMENT
EXPIRED DECEMBER 31, 1974)
26. Terms and conditions of and easements contained in Agreement dated September 21, 1970, filed December 4, 1970, as Document No.
378820. (AGREEMENT AND EASEMENT VACATED AND RELEASED AS DESCRIBED IN DOC. NO. 2731043 (SEE ITEM #41)
27. Easement for sewer and water, in favor of Village of Mendota Heights, as created in document dated December 31, 1973, filed May 3,
1974, as Document No. 432907. (DOES NOT AFFECT SUBJECT PROPERTY)
28. Terms and conditions of Conditional Use Permit filed November 12, 1976, as Document No. 478668. (SHOWN ON SURVEY) (AFFECTS A
PORTION OF SUBJECT PROPERTY)
29-31 EXPIRED CONDITIONAL USE PERMITS
32. Terms and conditions of City Council Resolution No. 04-30, a Resolution Approving a Minor PUD Amendment for Mendota Plaza dated
May 18, 2008, filed June 29, 2006, as Document No. 2441626. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
33. Drainage and utility easements as shown on the plat of Mendota Heights Senior Housing Addition.
(DOES NOT AFFECT SUBJECT PROPERTY)
34. Terms and conditions of Resolution No. 09-09 approving a conditional use permit dated January 20, 2009, filed August 25, 2009, as
Document No. 2680354. (SHOWN ON SURVEY) (AFFECT SUBJECT PROPERTY)
35. Terms and conditions of Resolution No. 09-08 approving a wetlands permit dated January 20, 2009, filed August 25, 2009, as
Document No. 2680355. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
36. Terms and conditions of Resolution No. 09-07 approving a rezoning request dated January 20, 2009, filed August 25, 2009, as
Document No. 2680356. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
37. Easement for utilities and drainage and locations of wetlands as shown on the plat of Mendota Plaza Expansion.
(SHOWN ON SHEET 2 OF 2) (AFFECTS SUBJECT PROPERTY)
38. Subject to the following matters as shown on the survey prepared by RLK, Incorporated dated March 26, 2010:
a. Wetlands affect subject property. These wetlands are subject to federal, state and local regulation. (NO RLK SURVEY PROVIDED FOR
THE BENEFIT OF THIS SURVEY) (WETLANDS ARE OUTSIDE OF SUBJECT PROPERTY)
39. Drainage and utility easements as shown on the recorded plat of Mendota Plaza Addition.
(NO PLAT WITH THIS NAME RECORDED IN DAKOTA COUNTY, MN, SEE ITEM 37.)
40. Terms and conditions of and easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated
December 16, 2009, filed March 22, 2010, as Document No. 2720496. As amended by First Amendment to Declaration of Easements,
Covenants, Conditions and Restrictions dated May 7, 2012, filed May 25, 2012, as Document No. 2870428.
(SHOWN ON SURVEY. AFFECTS ALL OF LOTS 1-5, AND LOTS 7-8, BLOCK 1 AND OUTLOTS A-E, MENDOTA PLAZA EXPANSION) (SUBJECT
TO AND TOGETHER WITH CONDITIONS, RESTRICTIONS, EASEMENTS FOR INGRESS, EGRESS, PARKING, PEDESTRIAN ACCESS, UTILITIES,
DRAINAGE, SIGNS OVER COMMON AREAS AS SHOWN ON SITE PLAN IN SAID DOCUMENT.)(SITE PLAN IN DOCUMENT PROVIDED IS NOT
LEGIBLE)
41. Subject to Terms and conditions of Private Water Main Agreement dated September 8, 2009, filed May 19, 2010, as Document No.
2731043, by and between Mendota Mall Associates, LLP, a Minnesota corporation, the City of Mendota Heights, a Minnesota municipal
corporation, and the Board of Water Commissioners of the City of Saint Paul, a Minnesota municipal corporation. (APPROX. LOCATION
SHOWN ON SURVEY. EASEMENT DESCRIPTION NOT LEGIBLE IN DOCUMENT. AFFECTS SUBJECT PROPERTY.)
42. Subject to Terms and conditions of Planned Unit Development Agreement by and between the City of Mendota Heights and Mendota
Mall Associates, LLP, a Minnesota limited liability partnership, dated April 30, 2009, filed August 19, 2010, as Document No. 2747291.
Said Development Agreement was required by Resolution 09-29 filed March 22, 2010, as Document No. 2720495.
As amended by First Amendment to Planned Unit Development Agreement dated January 16, 2010, filed August 19, 2010, as Document
No. 2747292.
As further amended by Second Amendment to Planned Unit Development Agreement dated June 9, 2010, filed August 19, 2010, as
Document No. 2747293. (DEVELOPMENT SCHEDULE DELAYED DUE TO THE DISCOVERY AND REMEDIATION OF HAZARDOUS SUBSTANCES
ON THE PROPERTY.)
As further amended by Third Amendment to Planned Unit Development Agreement dated October 22, 2010, filed December 8, 2010, as
Document No. 2771092.
As further amended by Fourth Amendment to Planned Unit Development Agreement dated November 28, 2011, filed April 10, 2012, as
Document No. 2860812.
(SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
43. Resolution 2011-106, issued by the City of Mendota Heights adopted November 22, 2011, filed December 13, 2011, as Document No.
2836289. (DOES NOT AFFECT SUBJECT PROPERTY.)
44. Terms and conditions of Resolution No. 2011-83, issued by the City of Mendota Heights adopted September 20, 2011, filed October 5,
2011, as Document No. 2822887. (DOES NOT AFFECT SUBJECT PROPERTY.)
10
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28
32
34
35
36
SHEET 1 OF 2
37
40
41
42
A
40
LEGEND:
SEE SHEET 2 OF 2 FOR SYMBOL LEGEND
SURVEY NOTES:
SEE SHEET 2 OF 2 SHEETS FOR SURVEY RELATED NOTES.
SEE SHEET 2 OF 2 SHEETS FOR UNDERGROUND UTILITY RELATED NOTES.
UNDERGROUND UTILITIES NOTES:
The following Legal Description is as shown on Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance Company, commitment
having a file number of 51089 and an effective date of March 8, 2016:
Parcel 1:
(subject property) Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
(not included, but shown in title commitment) Outlots B and D, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County,
Minnesota
Abstract Property
Parcel 2:
Together with the benefits of easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated December 16, 2009, filed
March 22, 2010, as Document No. 2720496, as amended by First Amendment to Declaration of Easements, Covenants, Conditions and Restrictions dated
May 7, 2012, filed May 25, 2012, as Document No. 2870428.
FOR THE PURPOSES OF THIS SURVEY, THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE SHOWN TO ENCOMPASS LOTS 3, 4, AND 5, BLOCK 1, AND
OUTLOT C, MENDOTA PLAZA EXPANSION. EASEMENTS AFFECTING OUTLOTS B AND D ARE SHOWN ON SURVEY.
14
27
16
page 63
STATE TRUNK HIGHWAY NO. 110
SEE DETAIL
37
3737
37
37
3737
37
37
37
NO BUILDINGS
NO BUILDINGS
NO BUILDINGS
12 12
14
40
42
CONTACT:
PASTER PROPERTIES
John Kohler
Director of Development
2227 University Ave. W
St. Paul, MN 55114
VICINITY MAP
PAS16003
SURVPAS03
CERTIFICATE OF
SURVEY
COUNTY/CITY:
REVISIONS:
PROJECT LOCATION:
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8976
dan@
cssurvey
.net
DATE REVISION
PROJECT NO.
FILE NAMENORTH(NOT TO SCALE)
3-17-16 PRELIMINARY ISSUE
0
NORTH
40 80
UNDERGROUND UTILITIES NOTES:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL
LOCATE TICKET NUMBER 160701213. SOME MAPS WERE RECEIVED,
WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE
REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY
EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT
MARKED UP.
LEGAL DESCRIPTION:
AREA:
LOT 3 = 59,249 SQ. FT.
LOT 4 = 79,733 SQ. FT.
LOT 5 = 56,013 SQ. FT.
OUTLOT C = 21,075 SQ. FT.
TOTAL AREA OF SUBJECT PROPERTY = 216,070 SQ.FT./ 4.96 ACRES, MORE OR LESS
OUTLOT B = 22,334 SQ. FT.
OUTLOT D = 15,907 SQ. FT.
OUTLOT B AND D AREA = 38,241 SQ.FT./ 0.88 ACRES, MORE OR LESS
LEGEND:
RESTRICTED ACCESS
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
OVERHEAD UTILITY
UNDERGROUND GAS
SANITARY SEWER
STORM SEWER
WATERMAIN
FENCE
CURB [TYPICAL]
CONCRETE SURFACE
BITUMINOUS SURFACE
The following Legal Description is as shown on Commercial Partners Title, LLC, as agent
for Old Republic National Title Insurance Company, commitment having a file number of
51089 and an effective date of March 8, 2016:
Parcel 1:
(subject property) Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion,
according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
(not included, but show in title commitment) Outlots B and D, Mendota Plaza Expansion,
according to the recorded plat thereof, Dakota County, Minnesota
Abstract Property
Parcel 2:
Together with the benefits of easements contained in Declaration of Easements,
Covenants, Conditions and Restrictions dated December 16, 2009, filed March 22, 2010,
as Document No. 2720496, as amended by First Amendment to Declaration of
Easements, Covenants, Conditions and Restrictions dated May 7, 2012, filed May 25,
2012, as Document No. 2870428.
FOR THE PURPOSES OF THIS SURVEY, THE BOUNDARY LINES OF THE SUBJECT PROPERTY
ARE SHOWN TO ENCOMPASS LOTS 3, 4, AND 5, BLOCK 1, AND OUTLOT C, MENDOTA
PLAZA EXPANSION. EASEMENTS AFFECTING OUTLOTS B AND D ARE SHOWN ON SURVEY.
BENCHMARKS:
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC
WEBSITE. SURVEY DISK 1917C WITH AN ELEVATION OF 887.61 WAS USED TO
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88)
1. BEARINGS ARE BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM NAD 1983.
2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES AND
AS-BUILTS PLANS PROVIDED BY OTHERS.
3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT SHOWN
OR LOCATED.
4. ELEVATION INFORMATION SHOWN WITHIN THE BOUNDARY LINES OF THE SUBJECT
PROPERTY WAS OBTAINED THROUGH TYPICAL FIELD SURVEY MEASUREMENTS AND IS
SHOWN ON THE SURVEY AS 1 FOOT CONTOUR INTERVALS. ELEVATION
INFORMATION SHOWN AS 2 FOOT CONTOUR INTERVALS ADJACENT TO THE SUBJECT
PROPERTY WAS DERIVED FROM LIDAR INFORMATION OBTAINED FROM THE
MINNESOTA DNR MnTOPO WEBSITE. 2 FOOT CONTOUR INTERVAL INFORMATION IS
FOR REFERENCE PURPOSES ONLY.
SURVEY NOTES:
SEE SHEET 1 OF 2 FOR THE LISTING OF SURVEY RELATED EXCEPTIONS SHOWN
WITHIN SCHEDULE B - PART II OF THE COMMERCIAL PARTNERS TITLE, LLC, AS
AGENT FOR OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY,
COMMITMENT HAVING A FILE NUMBER OF 51089 AND AN EFFECTIVE DATE OF
MARCH 8, 2016. EXCEPTIONS THAT CAN BE SHOWN GRAPHICALLY ARE SHOWN
ON SHEETS 1 AND 2 OF 2 SHEETS.
EASEMENT NOTES:
FOUND MONUMENT
SET 1/2" IRON PIPE
MARKED RLS NO. 25718
CABLE TV PEDESTAL
AIR CONDITIONER
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC PEDESTAL
ELECTRIC TRANSFORMER
LIGHT POLE
GUY WIRE
POWER POLE
GAS MANHOLE
GAS METER
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
SANITARY CLEANOUT
SANITARY MANHOLE
CATCH BASIN
STORM DRAIN
FLARED END SECTION
STORM MANHOLE
FIRE DEPT. CONNECTION
HYDRANT
CURB STOP
WATER WELL
WATER MANHOLE
WATER METER
POST INDICATOR VALVE
WATER VALVE
BOLLARD
FLAG POLE
MAIL BOX
TRAFFIC SIGN
UNKNOWN MANHOLE
SOIL BORING
SPOT ELEVATION
TRAFFIC SIGNAL
CONIFEROUS TREE
DECIDUOUS TREE
0
NORTH
10 20
DETAIL
SHEET 2 OF 2
4-04-16 WETLANDS
4-18-16 ALTA ISSUE
5-31-16 30' ACCESS
page 64
STATE TRUNK HIGHWAY NO. 110STATE TRUNK HIGHWAY NO. 110FFE=854.60±MENDOTA PLAZA47,200 SFMcDONALD'SEXISTINGRELOCATE TREESPROTECT CATCHBASINMANHOLEREMOVE STORMSTRUCTURE & PIPERELOCATELIGHT POLEPROTECT HYDRANTRELOCATE BENCHPROTECTTREE (TYP)SALVAGEHYDRANTRELOCATELIGHT POLEPROTECT LIGHTPOLEREMOVE WALKALL EASEMENT TO BE VACATE ANDALL LOTS COMBINED AND REPLATTED.PROTECTSTORMSEWERREMOVE TREEPROTECT BIKE RACKSAW CUT & REMOVEBITUMINOUSPROTECTSANITARYPIPESREMOVE & REPLACESANITARY MANHOLEPROTECTWATERMAIN &WATER VALVESREMOVE BITUMINOUSTO MAKE UTILITYCONNECTION. PATCHSTREET TO MATCHEXISTING.PROTECT STORMPIPE1REMOVE & REPLACECURB & GUTTER ASREQUIRED Know what's below. Call before you dig. RC1.3C103PAS01.DWGDEMOLITION PLAN1DEMOLITION PLAN1" = 40'DEMOLITION NOTES1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY BYCORNERSTONE LAND SURVEYING, INC., STILLWATER MINNESOTA, ON MARCH 17,2016, EXPRESSLY FOR THIS PROJECT. ONE FOOT CONTOURS TAKEN FROM FIELDDATA AND TWO FOOT CONTOURS TAKEN FROM MNDNT LIDAR. ELAN DESIGN LABCANNOT GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIESARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER ANDOWNER SHOULD BE IMMEDIATELY NOTIFIED.2. PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITIONFROM DAMAGE DURING CONSTRUCTION. ANY ON-SITE OR OFF-SITE AREASDISTURBED DIRECTLY OR INDIRECTLY DUE TO CONSTRUCTION SHALL BERETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTINGFROM THEIR WORK UNDER THIS CONTRACT.3. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALLBE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED BY APPROPRIATEGOVERNMENTAL AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS. WORKSITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES EROSION POTENTIAL ON ANIGHTLY BASE.4. LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THEPLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCES.5. CONSTRUCTION ENTRANCE AND SILT FENCE SHALL BE IN PLACE AS SOON ASDEMOLITION OPERATIONS ALLOW. SEE SHEETS C3.4 AND C3.5 FOR ALL EROSIONCONTROL MEASURES AND APPROPRIATE STAGING.6. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHERTRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION ANDSAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT THE LIFE OF THE PROJECT.EXISTING MENDOTA PLAZA TO REMAIN IN OPERATION DURING CONSTRUCTION.7. REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO,CONCRETE AND BITUMINOUS PAVING, CONCRETE AND BITUMINOUS CURBING,WALKWAYS, CONCRETE APRON, SIGNAGE AND RELATED FOUNDATIONS, WITHINTHE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE.LEGENDPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16REMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB & GUTTERREMOVE UTILITYREMOVE TREESAW CUT & MILL PAVEMENT TO PROVIDEBITUMINOUS INTERLOCKFOUND MONUMENTSET 1/2" IRON PIPEMARKED RLS NO. 25718LIGHT POLESANITARY MANHOLECATCH BASINSTORM DRAINFLARED END SECTIONSTORM MANHOLEHYDRANTPOST INDICATOR VALVEWATER VALVECONIFEROUS TREEDECIDUOUS TREE>>I>xxSANITARY SEWERSTORM SEWERWATERMAINFENCECURB [TYPICAL]CONCRETE SURFACEpage 65
DODD ROAD (TH 149)SOUTH PLAZA DRIVEDRIVETHRUDRIVETHRUDRIVETHRUDRIVETHRU
MENUONLYONLYSTATE TRUNK HIGHWAY NO. 110OVERLOOKOP
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RETAIL/RESTAURANTRESIDENTIALPOOLMENDOTA PLAZAWALGREENSEXISTINGSTORM WATER PONDLANDSCAPEPONDMCDONALD'SAMOCOFUTURE3 STORY OFFICEFUTURE CHILD CAREU
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FUTURE UNDERPASS &TRAIL BY DAKOTA COUNTYEXISTINGSTORM WATER PONDSURFACEINFILTRATIONBASINPHASE 2BUILDING CONSTRUCTION(SITE TO BE PREPARED WITH PHASE 1)LOT 1 BLOCK 1OUT
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AWHITE PINESSINGLE STORY ASSISTED LIVINGOUTLOT BOUTLOT AOUTLOT EOUTLOT DLOT 8LOT 7LOT 1LOT 2LOT 6OUT
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LOT 1 BLOCK 2OUTLOT BUNDERGROUND RATECONTROL BASIN11C2.0C200PAS01.DWGOVERALL PUDSITE PLAN1OVERALL PUD SITE PLAN1" = 60'PUD SUMMARYPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161page 66
RESTAURANT6,000 +/- SF.RETAIL/RESTAURANT4,860 +/- SF.RESIDENTIAL4 STORIES41,316 SF. (139 UNITS)FFE=854.60±MENDOTA PLAZA47,200 SFMcDONALD'SEXISTINGDECK1,800 +/- SF.TRASH
MENUONLYONLYGRAVITY LARGE BLOCKRETAINING WALL(UNREINFORCED)1C6.1B612 CURB &GUTTER (TYP.)3HC2HC7C19C22S
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R30'R107'R40'D412 CURB & GUTTER(TYP)12C6.1SIDEWALKJOINT (TYP.)REPLACE CURB & GUTTERAS REQUIREDPATCH STREETAS REQUIRED1C2.1C201PAS01.DWGSITE PLAN1SITE PLAN1" = 40'SITE PLAN NOTES1. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIORFACE OF BUILDING UNLESS NOTED OTHERWISE.2. MEET AND MATCH EXISTING CONDITIONS. PROVIDE TRANSITION ASNECESSARY.3. ON-SITE CURB TO BE B612 CONCRETE CURB & GUTTER AND RIBBON CURB.4. ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" ANDCONTROL JOINTS AT A MAXIMUM OF 10'-0".5. ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING.ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBLE ACCESSAISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ONCENTER AND AT 45 DEGREE ANGLES TO STALL, WITH 'NO PARKING' MARKED.REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592.LEGENDPERVIOUS AREACONCRETE PAVEMENTPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16SITE AREA 216,069 SF. (4.96 AC.)LOT 1 BLOCK 1 RETAIL/ RESTAURANT 88,919 SF. (2.04 AC.)BUILDINGS 10,860 SF. (12%)DECK*/ WALK/ PARKING 46,277 SF. (52%)(*DECK COUNTED AS PERVIOUS IN STORM CALCULATION)TOTAL IMPERVIOUS 57,137 SF. (64%)PERVIOUS31,782 SF. (36%)PROPOSED OPEN/ GREEN SPACE 36% (REQUIRED 25% MIN.)PARKING LOT LANDSCAPE AREA 2,892 SF. / 37,326 SF. PARKING LOT AREA 7.7% (REQUIRED 5% MIN.)PROPOSED PARKING106 STALLS5 - 8'X18' ACCESSIBLE STALLS12 - 9'X20' STALLS46 - 9'X18' STALLS43 - 8.5'X18' COMPACT STALLSLOT 1 BLOCK 2 HOUSING96,043 SF. (2.20 AC.)BUILDINGS (139 UNITS) 41,316 SF. (43%)WALK/ PARKING25,071 SF. (26%)TOTAL IMPERVIOUS 66,387 SF. (69%)PERVIOUS29,656 SF. (31%)PROPOSED OPEN/ GREEN SPACE 31% (REQUIRED 25% MIN.)PARKING LOT LANDSCAPE AREA 253 SF. / 8,153 SF. PARKING LOT AREA3.1% (REQUIRED 5% MIN.)PROPOSED PARKING237 STALLS2 - 8'X18' SURFACE ACCESSIBLE STALLS18 - 9'X18' SURFACE STANDARD STALLS197 - 9'X18' ENCLOSED STALLS20 - 9'X18' TANDEM STALLSOUTLOT A30,838 SF. (0.71 AC.)WALK/ STREET20,025 SF. (65%)PERVIOUS10,813 SF. (35%)OUTLOT B269 SF. (0.01 AC.)PERVIOUS269 SF. (100%)PROJECT SUMMARY111page 67
ACCESSIBILITYCURB RAMP (TYP.)12C6.1OUTDOOR BENCH(TYP)OUTDOOR BENCH(TYP)R2'R5'R5'R2'R2'5.67'6'R8'6'6'10'RETAINING WALL, STRUCTURALDESIGN BY OTHERS4' ORNAMENTALFENCE (TYP.)15C6.1PET WASTESTATIONRAILING(TYP.)MODULAR BLOCKRETAINING WALLR2'RETAINING WALL,STRUCTURALDESIGN BY OTHERSR16.73'12C6.1OUTDOOR BENCH(TYP)VINYL PERGOLA6" LANDSCAPECURB6" LANDSCAPECURBOUTDOOR BENCH(TYP)3.5'10.5'6'10'32'23'6'10.5'33.46'6.17'50'ACCESSIBILITYCURB RAMP (TYP.)TRITON SYSTEMUNDERGROUNDSTORM WATERBASINPET WASTESTATIONBIKE RACK (TYP.)16C6.16'6'20'6'MENUONLYONLYFRONT WHEELENVELOPEREAR WHEELENVELOPEPATH CENTERLINEROTUNDA AREA HAS SURMOUNTABLECURBS AND PAVEMENT DESIGNED FORTRUCK TRAFFIC WEIGHT.C2.2C202PAS01.DWGENLARGED SITE PLAN1ENLARGED SITE PLAN1" = 20'SITE PLAN NOTES1. SEE SHEET C2.1 FOR SITE PLAN NOTES AND LEGEND.PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162ENLARGED SITE PLAN1" = 20'3TRUCK CIRCULATION PLAN1" = 40'1page 68
FFE=854.60±MENDOTA PLAZA47,200 SFMcDONALD'SEXISTINGMENUONLYONLYSTATE TRUNK HIGHWAY NO. 110'STOP' SIGN'STOP' SIGN'DO NOT ENTER' 'ONE WAY' SIGN'STOP' SIGN'STOP' SIGNACCESSIBILITYSIGNACCESSIBILITYSIGNRESIDENTIALMONUMENTSIGNCOMMERCIALPYLON SIGN'STOP' SIGN'RIGHT TURN ONLYNO ACCESS TOTH 110' SIGN'YIELD TO PEDESTRIANIN CROSSWALK' SIGN'YEILD TO PEDESTRIANIN CROSSWALK' SIGNACCESSIBILITYSIGN'YIELD TO PEDESTRIANIN CROSSWALK' SIGNDRIVE-THRUSIGN'STOP' SIGN'STOP' SIGNMENU BOARD'NO RIGHT TURN' SIGN'NO ACCESS TO TH 110' SIGNRESTAURANTRETAIL/RESTAURANTRESIDENTIAL'LEFT TURN ONLYNO ACCESS TOTH 110' SIGN'DO NOT ENTER'SIGN'NO OUTLET'SIGN'TO TH 110'RIGHT ARROWSIGN1'YIELD TO PEDESTRIANIN CROSSWALK' SIGN1C2.3C203PAS01.DWGSIGNAGE PLAN1SIGNAGE PLAN1" = 40'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16NOTES1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING SIGNAGE.2. ALL TRAFFIC CONTROL DEVICES TO CONFORM WITH "MINNESOTAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD)page 69
MENUONLYONLYSTATE TRUNK HIGHWAY NO. 110B15:1 TAPERRETAIL/ RESTAURANT4,860 +/- SF.FFE 850.5TRASHRESTAURANT6,000 +/- SF.FFE 850.04" SOLID WHITESTRIPINGBITUMINOUS TURN LANESEE DETAIL 3/C2.5TURN ARROW1.5' WIDE GRAVEL SHOULDERSEE DETAIL 3/C2.5MATCH EXISTINGLANE STRIPINGBEGIN TAPEREND TAPERMILL 2' OF EXISTING PAVEMENT ATINTERFACE. SEE DETAIL 4/C2.513'4" YELLOW STRIPINGMATCH EXISTINGBITUMINOUS SHOULDERAND PAVEMENT EDGEMATCH EXISTINGBITUMINOUS SHOULDERAND PAVEMENT EDGEBEGIN RIGHT TURN LANE STRIPING4" SOLID WHITE LINE1.5' WIDE GRAVELSHOULDERSEE DETAIL 3/C2.5MATCH EXISTING LANE STRIPINGBECD180'260'W-BEAM GUARDRAILMNDOT STANDARD PLATE8307S1R8
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%16020SCALE IN FEETC2.4C201PAS01.DWGSITE & GRADING PLAN -MnDOT RIGHT OF WAY1SITE PLAN - MnDOT RIGHT OF WAY1" = 20'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162GRADING PLAN - MnDOT RIGHT OF WAY1" = 20'LEGEND:CSIGNAGE KEYNOTE - SEE SHEET C2.5855.10SPOT ELEVATIONTRAFFIC SIGNpage 70
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)NOT TO SCALETO SCALEBEGIN WORK ZONEEND WORK ZONE100'WORK ZONE124080SCALE IN FEETC2.5C201PAS01.DWGTRAFFIC CONTROL, GENERALNOTES, AND DETAILS -MnDOT RIGHT OF WAY1TRAFFIC CONTROL PLAN - MnDOT RIGHT OF WAY1" = 80'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/1630"x30"R3-7RABENCHMARKGENERAL INFORMATION:THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION ANDINSPECTION. THE CONTRACTOR WILL PLACE NECESSARY SPOTTING AT APPROPRIATE POINTS TO PROVIDE HORIZONTALCONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS,PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED.EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATEENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN, OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE ATTHE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS.A TOLERANCE OF 14 INCH UNDER OR 14 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THEVARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAYVARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED. THE OVER AND UNDER VARIATIONS AREREASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH.MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALLNOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THEPLANNED DIMENSIONS.EPOXY:THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENTCLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALIC) OR AS RECOMMENDED BYTHE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACESSHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE. ON LOW SPEED (SPEEDLIMIT 35 MPH OR LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS SANDBLAST CLEANING SHALL BE USED FORALL EPOXY PAVEMENT MARKINGS.THE EPOXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BEAPPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESIN LINE TO PROVIDE AN IMMEDIATE NO-TRACK SYSTEM.THE EPOXY RESIN LINE 4" WIDE AND 15 MIL THICKNESS (WET) REQUIRES AN APPLICATION RATE OF ONE (1) GALLON OFCOMPONENTS FOR 320 FEET OF LANE. GLASS BEADS SHALL BE APPLIED AT A POUND PER GALLON RATE SUFFICIENT TOACHIEVE AN ACCEPTABLE NO-TRACK SYSTEM.OPERATIONS SHALL BE CONDUCTED ONLYL WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES ORGREATER.PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS.POLY PREFORM INLAY APPLICATION:MAT TEMPERATURE SHALL BE CHECKED USING A THERMOMETER TO MAKE SURE THE INLAY IS BEING DONE IN THE PROPERTEMPERATURE RANGE. THE TEMPERATURE SHOULD MEASURE BETWEEN 150° (ASPHALT FIRM ENOUGH TO WALK ON) AND 120°FAHRENHEIT. APPLICATION BELOW 120° MAY NOT GET A PROPER INLAY. INLAYS ARE NOT RECOMMENDED AFTER SEPTEMBER 15th,AS THE ASPHALT COOLS TOO FAST AT THIS TIME OF YEAR.NO PRIMERS ARE USED FOR INLAY APPLICATION DO NOT INSTALL LANE LINES ON AN ASPHALT SEAM. ROLLING ALL THE MARKINGSHOULD BE LENGTHWISE IN THE DIRECTION THEY WERE LAID. FOR CROSSWALKS AND STOP BARS, INITIAL TAMPING WITH THETAMPING CART IS RECOMMENDED USING ONLY 100 LBS. OF WEIGHT.USE COMPACTION ROLLER TO EMBED (INLAY) MARKINGS INTO PAVEMENT SURFACE. USE MINIMUM SPEED AND WATER ON ROLLER.DO NOT USE VIBRATOR. IF MARKING BUCKLES OR DISTORTS SEVERELY IN FRONT OF ROLLER, MAT TEMPERATURE OR ROLLERSPEED MAY BE TOO HIGH.POLY PREFORM GROOVED APPLICATIONS:CONCRETE PAVEMENT SURFACES AND BITUMINOUS PAVEMENT SURFACES WHERE PAVEMENT MARKINGS CANNOT BE INLAID INTHE HOT MAT SHALL BE GROOVED FOR THE INSTALLATION OF DURABLE REFLECTORIZED PAVEMENT MARKINGS. SEE SPECIALPROVISIONS.PAINT:AT THE TIME OF APPLYING THE MARKING MATERIAL, THE APPLICATION AREA SHALL BE FREE OF CONTAMINATION. THECONTRACTOR SHALL CLEAN THE ROADWAY SURFACE PRIOR TO THE LINE APPLICATION IN A MANNER AND TO THE EXTENTREQUIRED BY THE ENGINEER.GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE PAINT LINE. EXCEPT WHEN USED AS A TEMPORARYMARKING.PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR TEMPERATURE IS 50° OR HIGHER AND SHALLNOT BE APPLIED WHEN THE WIND OR OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACEAFTER CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED.THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTEDPAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL.12' TURN LANEEDGE STRIPING 6" MAXMIN. 3" TOPSOIL 1 61.5'SUBGRADE1.5% SLOPEEXISTING HIGHWAYBITUMINOUS INTERLOCKSEE 4/C2.55BITUMINOUS PAVEMENT SECTION - TURN LANENO SCALE2.0" TYPE SP 12.5 BITUMINOUS WEARINGCOURSE (4,E) SPWEB440E)6.0" AGGREGATE BASE CL 6 (CV)(MNDOT 2211)COMPACTED SUBGRADE2.0" TYPE SP 12.5 BITUMINOUS WEARINGCOURSE (4,E) SPWEB440E)8.0" AGGREGATE BASE CL 4 (CV)(MNDOT 2211)2.5" TYPE SP 12.5 BITUMINOUS NON-WEARINGCOURSE (4,B) SPNWB430B)SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TOACCOMMODATE NEW PAVEMENT.MILL 1/2 THICKNESS OFEXISTING PAVEMENT2'WEAR COURSENON-WEAR COURSEAGGREGATE BASESAW CUTNEW PAVEMENTNOTESTACK COAT ALL EDGES4BITUMINOUS INTERLOCK AT MATCH LINENO SCALE2SIGNAGE LEGENDNO SCALE3TURN LANE SECTIONNO SCALEBITUMINOUSPAVEMENT SECTIONSEE 5/C2.510' MIN 13TIE TO EXIST. GRADE24"x24"R3-230"x30"R5-1CB30"x30"R1-1DCONSTRUCTION TIMETABLERIGHT TURN LANE EXPANSION1. TEMPORARY TRAFFIC CONTROL INSTALLATIONSAWCUT EXISTING BITUMINOUS PAVEMENTREMOVAL OF EXISTING SHOULDER2. EXCAVATION, PLACEMENT AND GRADING OF SUBGRADE3. CLASS V PLACEMENT, BITUMINOUS ASPHALT PAVING4. SIGNAGE/STRIPINGTOTAL CONSTRUCTION TIME1 WEEK1 WEEK1 WEEK1 WEEK4 WEEKSELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOTGEODETIC WEBSITE. SURVEY DISK 1917C WITH AN ELEVATION OF887.61 WAS USED TO ESTABLISH VERTICAL CONTROL.E24"x24"R3-1page 71
MEET & MATCHEXISTING CURB & GUTTERMENUUNDERGROUNDRATE CONTROL BASININV 832.02 - YR 833.710 - YR 835.1100 - YR 838.8UNDERGROUNDINFILTRATION BASINBOTTOM 834.0OUTLET 837.2VOLUME AT OUTLET 12,115SURFACE AREA 5,350 SFSE INFILTRATION BASINBOTTOM 838.0OVERFLOW 839.6STORAGE 930 CFHWL 839.9851855
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852851853848RESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66RESTAURANTFFE 850.0RETAIL/RESTAURANTFFE 850.5848847846854
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1 846848846842846848845844854846LANDSCAPE PONDWITH FOUNTAINBTM 828.0NWL 832.0836838840830832834828 834836832830828ONLYONLY850 848847850852FUTURE 10' TRIALBY DAKOTA COUNTYFUTURE 10' BITUMINOUSTRAIL CONNECTION10'MEET & MATCHEXISTING CURB & GUTTERMODULAR BLOCKRETAINING WALLWETLAND IMPACT0.058 AC. - SEE NOTE8C6.1CONCRETE PAVEMENTSECTION (TYP.)9C6.1CONCRETEWALKWAYSECTION (TYP.)7C6.1BITUMINOUSPAVEMENTSECTION (TYP.)6C6.1HEAVY DUTYBITUMINOUSPAVEMENT SECTION(TYP)STATE TRUNK HIGHWAY NO. 110MODULAR BLOCKRETAINING WALL(TYP.)DECK13C6.5OVERFLOW(TYP.)MINIMIZE DAMAGE.PATCH STREET TOMATCH EXISTING1 Know what's below. Call before you dig. RC3.1C301PAS01.DWGGRADING PLAN1GRADING PLAN1" = 40'GRADING NOTES1. ONE FOOT CONTOURS BASED ON FIELD TOPOGRAPHIC SURVEY, TWO FOOT CONTOURS FROM MnDNR MnTOPO WEB SERVICE.2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUNDTHAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED.3. ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESSNOTED.4. FOLLOW ALL RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY BRAUN INTERTEC DATED JANUARY 28, 2009.5. ALL UNDOCUMENTED FILL, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATEDREPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSEDSTRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THEEXPOSED SOIL AT THE BASE OF FOOTINGS SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). IF SOIL CORRECTION IS REQUIRED ITSHALL EXTEND 3 FEET OUTSIDE OF THE PAVEMENT OR BUILDING LIMITS PLUS ONE FOOT HORIZONTAL FOR EVERY VERTICAL FOOT OF CORRECTION.6. ON-SITE NON-ORGANIC NON-SILT SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY OR ORGANIC SOILS SHALL NOT BE USED FOR STRUCTURAL FILL.PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTIONHAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURECONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BYLARGE VIBRATORY EQUIPMENT UNTIL THE IN-PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWINGTABULATION.TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM OPTIMUM(% RESPECTIVE PROCTOR)NON-ENGINEERED FILL (GREEN SPACE) 90 ENGINEERED FILL BELOW FOUNDATIONS 98 ENGINEERED FILL BELOW FLOOR SLABS 95 ENGINEERED FILL PLACED AS PAVEMENT100 AGGREGATE BASEENGINEERED FILL PLACED MORE THAN 3 FEET 95BELOW PAVEMENT AGGREGATE BASE ENGINEERED FILL PLACED IN UPPER 3 FEET 100BELOW PAVEMENT AGGREGATE BASEUTILITY TRENCHES95 7. SIDEWALLS SHALL BE BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS AND STABILITY FOR ENGINEERED FILL PLACEMENT. THE CONTRACTOR ISSOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSORESPONSIBLE FOR NAMING THE “COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA).8. THE CONTRACTOR SHALL PROTECT THE SUBGRADE FROM INCLEMENT WEATHER TO MAINTAIN STABILITY. FOLLOWING REMOVAL OF TOPSOIL, PAVEMENT, ANDANY UNSUITABLE SOILS, THE RESULTING SUBGRADE SHOULD BE SCARIFIED AND RE-COMPACTED TO A DEPTH OF 12 INCHES. A PROOFROLL TEST SHOULD THENBE PERFORMED TO DETERMINE SOFT OR UNSTABLE SUBGRADE AREAS. IF RUTTING OR LOCALIZED UNSTABLE SUBGRADE AREAS ARE OBSERVED, THOSE AREASSHOULD BE SUBCUT, MOISTURE-CONDITIONED, AND RE-COMPACTED OR REMOVED TO A STABLE DEPTH. THE PROOF ROLL SHOULD BE PERFORMED WITH ATANDEM AXLE DUMP TRUCK LOADED TO GROSS CAPACITY (AT LEAST 20 TONS). ACCEPTANCE CRITERIA OF THE PROOF ROLL SHALL BE LIMITED TO RUTFORMATION NO MORE THAN ONE INCH (1”) DEPTH (FRONT OR REAR AXLES) AND NO PUMPING (ROLLING) OBSERVED DURING THE VISUAL INSPECTION. PROOFROLL TESTS SHOULD BE OBSERVED BY AN EXPERIENCED TECHNICIAN OR ENGINEER PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE TO VERIFY THESUBGRADE WILL PROVIDE ADEQUATE PAVEMENT SUPPORT.9. SEE STRUCTURAL PLANS BY NELSON-RUDIE & ASSOCIATES FOR PILE LOCATIONS AND RETAINING WALL DESIGN.10. PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT2.0" BITUMINOUS WEAR (MNDOT 2360)WEARING COURSE MIXTURE (2,B) SPWEA240E)TACK COAT (MNDOT 2357)2.0" BITUMINOUS NON-WEAR (MNDOT 2360 TYPE 12.5NON-WEARING COURSE MIXTURE (2,B) SPNWA230E)10" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADE BITUMINOUS PAVEMENT1.5" BITUMINOUS WEAR (MNDOT 2360)WEARING COURSE MIXTURE (2,B) SPWEA240E)TACK COAT (MNDOT 2357)1.5" BITUMINOUS NON-WEAR (MNDOT 2360 TYPE 12.5NON-WEARING COURSE MIXTURE (2,B) SPNWA230E)8" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADE11. CONCRETE MIX NO. 3A32 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS, CROSS GUTTERS, SIDEWALKS,PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO. 3A22, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OFCONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4.12. FORM COATING MATERIAL SHALL MEET MNDOT 3902. CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531.13. SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. NO ADDITIONAL WATER MAY BE ADDED TO AID INTHE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTEDOTHERWISE. ALL EXPOSED EDGES AND JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINALFINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN3/16”FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16” ARE FOUND THE WORK WILL BE CONSIDERED ASUNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER.14. CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT 3754) TO THE EXPOSEDSURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURSAFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIED IMMEDIATELY TO THE EXPOSED SURFACES, OR THE TRENCHES SHALL BEBACKFILLED IMMEDIATELY WITH SUITABLE BACKFILL MATERIAL. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON.THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETE SURFACE.15. PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE BEGINNING AND END OF ALL CURBAND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS,CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID STRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHENPLACING SIDEWALK. CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON SIDEWALKCONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF THE CONCRETE, SURFACE AND BACK OF ALLCURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FORCONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS.16. CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE PERFORMED ON THE FIRST LOAD OF THEDAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF.17. AGGREGATE BASE FINAL SHAPING AND COMPACTION OF THE AGGREGATE BASE SHALL BE DONE JUST PRIOR TO CONSTRUCTION OF THE PLANT MIX BITUMINOUSSURFACE. THE FINISHED SURFACE OF THE BASE SHALL SHOW NO VARIATION GREATER THAN 1/2 INCH FROM A TEN (10) FOOT STRAIGHT EDGE.18. PLANT MIXED BITUMINOUS MIXTURE SHALL BE SPREAD WITHOUT SEGREGATION, AT THE SPECIFIED RATE TO THE CROSS SECTION SHOWN IN THE PLANS ANDPER MNDOT 3151.19. THE THICKNESS OF EACH BITUMINOUS COURSE SHALL BE WITHIN 1/4 INCH OF THE THICKNESS AS SHOWN ON THE PLANS. THE TOTAL THICKNESS OF ALLBITUMINOUS COURSES SHALL BE WITHIN 1/2 INCH.20. ADJUST ALL SURFACE COURSES TO NOT GREATER THAN ” ABOVE ADJACENT CURB FRONT EDGES WHERE WATER FLOWS TO CURB, AND FLUSH WHERE WATERFLOWS AWAY FROM CURB, OR ” ABOVE MANHOLE FRAMES, VALVE BOXES OR OTHER FIXED STRUCTURES.21. PRIOR TO CONSTRUCTING THE BITUMINOUS BINDER AND/OR WEARING COURSES, THE CONTRACTOR SHALL SWEEP THE PARKING LOT. THE SWEEPER SHALL BE ASELF-PROPELLED PICK-UP (WITH WATER) SWEEPER. A SIDE-THROW SWEEPER WILL NOT BE ALLOWED.22. TACK COAT SHALL CONFORM TO MNDOT 2357.2.A.23. BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. THE OWNER MAY AT THEIR OPTION PERFORM AGGREGATEAND BITUMINOUS TESTING. THE COST OF ALL FAILING TESTS MAY BE BACK-CHARGED TO THE CONTRACTOR.24. THE PREVIOUSLY APPROVED DEVELOPMENT PLAN INCLUDED 0.063 ACRES OF WETLAND FILL IN THIS LOCATION. AT THAT TIME (03/01/2010) THE DEVELOPERPURCHASE WETLAND BANK CREDITS AT THE RATE 2.25:1. THE CURRENT REQUIREMENTS FOR MITIGATION IS 2:1 AND THE IMPACT IS LESS THAN PROPOSEDUNDER THE PREVIOUS APPROVAL. THEREFOR NO ADDITIONAL MITIGATION IS PROPOSED.PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16CONCRETE PAVEMENT7.0" CONCRETE (SEE BELOW)6.0" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADE#4 BAR 24" O.C. BOTH DIRECTIONS (MNDOT 3301)CONCRETE WALKWAYS4.0" CONCRETE WALK (SEE BELOW)6.0" AGGREGATE BASE (MNDOT 3138 CL5 OR CL7)COMPACTED SUBGRADESEE SHEET C2.5 FOR TURN LANE PAVEMENT SECTION-3 TO +3%-3 TO +3%LEGENDHEAVY DUTY BITUMINOUSCONCRETE WALKPATCH STREET-3 TO +3%-2 TO +2%-2 TO +2%-2 TO +2%-3 TO +3%WETLAND IMPACT (SEE NOTE 24)1page 72
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10'MATCHLINEDECKUNREINFORCED GRAVITYRETAINING WALL TO BEDESIGNED BY OTHERS.CONTRACTOR TO OBTAINCITY BUILDING PERMITRESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66 Know what's below. Call before you dig. RC3.2C302PAS01.DWGENLARGEDGRADING PLAN1GRADING PLAN - NORTH1" = 20'GRADING NOTES1. SEE SHEET C3.1 FOR GRADING NOTES AND LEGEND.PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16page 73
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RESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66848847846842.00851.33861.66846.4846.35845.65846.00845.43844.42847.2847.6847.02842.28842.57845.45846.82845.17847.70848.20845.37845.43845.14845.01850.84847.60845.22841.00842.00845.40842.00841.00841.00RE 41.75842.00842.00844.72843.25843.03844.02844.58847.52861.66850.5847.050.00849.10849.10846.70861.60861.60861.60861.60861.60861.60861.00861.66861.66861.60861.60861.60861.60861.60861.10861.10848.0860.0BW 830.7+/-BW 833+/-TC51.20847.0847.4846.85846.5846.6846.3846.4848.77849.35846.78846.95846.27844.95845.17846.4860.0MATCHLINESE INFILTRATIONBASINMODULAR BLOCKRETAINING WALLMODULAR BLOCKRETAINING WALLTEMPORARY WETLANDDISTURBANCE.RESTORE FOLLOWINGWALL CONSTRUCTIONTEMPORARY WETLANDDISTURBANCE.RESTORE FOLLOWINGWALL CONSTRUCTIONUNREINFORCED GRAVITYRETAINING WALL TO BEDESIGNED BY OTHERS.CONTRACTOR TO OBTAINCITY BUILDING PERMIT Know what's below. Call before you dig. RC3.3C303PAS01.DWGENLARGEDGRADING PLAN1GRADING PLAN - SOUTH1" = 20'GRADING NOTES1. SEE SHEET C3.1 FOR GRADING NOTES AND LEGEND.PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16page 74
C3.4C304PAS01.DWGSWPPP PLANPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/1611page 75
STATE TRUNK HIGHWAY NO. 110McDONALD'S851855
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852851853848RESIDENTIAL4 STORIESSUB PARKING FFE 842.0PARKING FFE 851.331st FLOOR FFE 862.66RESTAURANTFFE 850.0RETAIL/RESTAURANTFFE 850.5848847846854
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1 846848846842846848845844854846836838840830832834828 834836832830828850 848847850852CONCRETEWASHOUT AREA5C6.2ROCKCONSTRUCTIONENTRANCE4C6.2SILT FENCE(TYP.)INLETPROTECTION(TYP.)FLOATINGSILT CURTAIN(TYP.)FLOATING SILTFENCE (TYP.)2C6.23C6.2EROSIONCONTROLBLANKET (TYP.)7C6.2BIO ROLL SEDIMENTCONTROL (TYP.)6C6.2SILT FENCE(TYP.)1C6.2TEMPORARY SEDIMENTATION BASINMINIMUM WET VOLUMN 6,000 CFMINIMUM LIVE STORAGE 12,000 CFMINIMUM DEPTH 3' MAXIMUM DEPTH 10'FINAL DESIGN TO BE COORDINATEDWITH SELECTED CONTRACTORBIO ROLLSEDIMENTCONTROL (TYP.)SILT FENCE(TYP.)RIP RAP UNDER DECKRIP RAP & BOULDER(TYP)SILT FENCE(TYP.)18" TOPSOIL BERMBEHIND SILT FENCE Know what's below. Call before you dig. RC3.5C305PAS01.DWGEROSION CONTROL PLAN1EROSION CONTROL PLAN1" = 40'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16LEGENDSILT FENCESTORM STRUCTURE PROTECTIONSOD & LANDSCAPE PLANTINGFLOATING SILT CURTAINMNDOT MIXTURE 35-221 DRY PRAIRIE GENERALBROADCAST SEEDINGTEMPORARY - MIXTURE 21-111 OATS COVER CROPSEEDING RATE PLS 36.5 LBS/AC.FIBER BLANKET (ALL SEEDED SLOPE >3:1)BIO ROLL SEDIMENT CONTROLMNDOT MIXTURE 35-241 MESIC PRAIRIE GENERALBROADCAST SEEDINGTEMPORARY - MIXTURE 21-111 OATS COVER CROPSEEDING RATE PLS 36.5 LBS/AC.11GRASS PLUGS (SEE SHEET L2.1)WILDFLOWER PLUGS (SEE SHEET L2.1)page 76
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CB 2CB 9116 - 8" PVC@0.5%SAN MH 1RE 850.0IE 832.35 NIE 832.25 WCONNECT TO EXISTINGMANHOLE WITH INSIDE DROPIE 831.861C6.4SANITARYMANHOLE(TYP.)79' - 8" PVC @0.5%192' - 8" PVC @0.5%SAN MH 2RE 845.0IE 832.86 NIE 832.76 SSAN MH 3RE 846.1IE 833.54 NIE 833.44 SSAN MH 4RE 845.10IE 833.95 NIE 833.95 SEIE 833.85 SW63' - 8" PVC @0.5%100' - 8" PVC @1.05%CBMH 7CB 8CBMH 6CBMH 4CB 58"X8" TEE,8" GATEVALVESAN MH 5RE 846.77IE 836.42 NIE 834.42 S61' - 8" PVC @5.9%6" WATER SERVICEIE 841.58"- 45d BEND8" X 6" TEE6" SANITARY SEWERSERVICE IE 843.58" X 8" TEE,8" GATE VALVE (2)CBMH 17CBMH 16CBMH 132C6.3HYDRANTINSTALLATION(TYP.)STMH 19FES DSTMH 18CBMH 148" INSULATION5' BOTH SIDES OF PIPE ATBOX CULVERT CROSSINGIE 835.08" X 6" TEEHYDRANT &GATEVALVEASSEMBLY (TYP)UNDERGROUNDINFILTRATIONBASINCONNECT TOEXISTING WATERMAINCB 206C6.4PIPE BEDDING(TYP.)ALL SANITARY SEWER ANDWATERMAIN TO BE SEPARATEDBY 10' HORIZONTALLY(TYP.)MINIMUM 18" VERTICALSEPARATION (TYP.)2C6.4SANITARY MANHOLEINSIDE DROP1C6.3VALVE BOXINSTALLATION(TYP.)8" GATE VALVEREMOVE & REPLACEEXISTING IMPROVEMENTS - SEE NOTE117' - 8" PVC@0.5%OFFSET WATERMAINUNDER SANITARYSEWER5C6.3WATERMAINOFFSETSTMH 15CBMH 12CBMH 11CBMH 10CB 18"- 22.5d BEND8" X 6" TEE6" - 22.5d BENDSHYDRANT &GATEVALVEASSEMBLY (TYP)6"- 45d BENDHYDRANT &GATEVALVEASSEMBLY (TYP)8"- 45d BEND8" X 8" TEE8" X 6" REDUCERHYDRANT &GATEVALVEASSEMBLY (TYP)8" X 6" TEE,6" GATE VALVES (2)SAN MH 9RE 849.95IE 843.456" SANITARY SEWERSERVICE IE 843.56" WATER SERVICE IE 841.5FDCFDC8"X6" TEE8" GATE VALVE8" - 22.5d BENDIRRIGATIONSERVICE ANDMETER VAULTIRRIGATION PAD& ENCLOSURE4" DOMESTIC8" FIRE SERVICE8" FIRE SERVICE8" - 45d BEND (2)8" - 22.5d BEND8" X 6" TEE6" GATE VALVEFDCFDCRESTAURANTDECKRETAIL/RESTAURANTRESIDENTIAL6C6.310'SAN MH 6RE 848.36IE 838.95 NIE 838.85 SSAN MH 7RE 848.73IE 839.34 WIE 839.24 ESAN MH 8RE 846.33IE 839.78 EIE 839.83 N78' - 8" PVC@0.5%59' - 8" PVC@0.5%80' - 8" PVC @2.89%CB 3UNDERGROUND RATECONTROL BASIN1OFFSET WATERMAINUNDER SANITARY SEWER TOPROVIDE 18" CLEARANCEOFFSET WATERMAIN18" TO PROVIDE MINIMUMSEPARATION FROM STORMSEWER Know what's below. Call before you dig. RC4.1C401PAS01.DWGUTILITY PLAN1UTILITY PLAN1" = 40'UTILITY NOTES1. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TOCONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THEEXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THEENGINEER.4. CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSUREADJACENT PROPERTY IS NOT DAMAGED DURING UTILITY INSTALLATION.5. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTEROF STRUCTURE.6. UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THEDATE OF THIS PLAN. THE CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARINGTHIS PLAN WITH THE MECHANICAL PLANS PRIOR TO ANY UTILITY CONSTRUCTION.7. PIPE MATERIALS: (TO BE VERIFIED)WATERMAIN6" & 8" DIP CLASS 52 SAN SEWER 8" PVC SDR 35STORM SEWER 12-36" HDPE OR RCPROOF DRAINS 6" TO 12" PVC SDR 268. ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'SASSOCIATION OF MINNESOTA (CEAM), ST. PAUL REGIONAL WATER UTILITY WATERSERVICES SPECIFICATIONS, AND CITY OF MENDOTA HEIGHTS STANDARDSPECIFICATIONS.9. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHEREDISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURESBEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.10. MAINTAIN 8' COVER ON ALL NEW WATERMAIN.11. PILE SUPPORTED UTILITY LIMITS MUST BE DETERMINED AT FINAL DESIGN.12. CONNECTION TO EXISTING MANHOLE WILL REQUIRE THE REMOVAL ANDREPLACEMENT OF EXISTING CURB, PAVEMENT AND OTHER IMPROVEMENTS.CONTRACTOR TO WORK INSIDE OF A DOUBLE BOX TO MINIMIZE DISTURBANCE.SUPPORT EXISTING UTILITIES. ACCESS TO EXISTING CENTER TO BE RESTORED ASQUICKLY AS POSSIBLE. EXCAVATION TO BE BACKFILLED BY THE END OF THE WORKDAY AND THE DRIVEWAY REOPENED WITH A GRAVEL SURFACE. CURB ANDPAVEMENT RESTORATION MUST BE COMPLETED WITHIN 5 WORKING DAYS.PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16LEGEND>>>>>>STORM SEWERSANITARY SEWERWATERMAINpage 77
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UNDERGROUNDRATE CONTROL BASININV 832.02 - YR 833.710 - YR 835.1100 - YR 838.8UNDERGROUNDINFILTRATION BASINBOTTOM 834.0OUTLET 837.2VOLUME AT OUTLET 12,115SURFACE AREA 5,350 SFSE INFILTRATION BASINBOTTOM 838.0OVERFLOW 839.6STORAGE 930 CFHWL 839.9>>>>>>>>>>>>>>LANDSCAPE PONDWITH FOUNTAINBTM 828.0NWL 832.0OVERFLOW(TYP.)25' - 15" HDPE@0.25%CB 1RE 844.47IE 840.71CBMH 2RE 842.48IE 838.4863' - 36" CMP @ 4.3%46' - 15" HDPE @4.85%SAN MH 1SAN MH 2SAN MH 3SAN MH 41.5' X 12' TRENCH DRAINRE 841.75IE 835.31CBMH 7RE 844.78IE 835.88 WIE 834.88 SEIE 841.38 SWCB 8RE 845.18IE 841.6452.5' - 15" HDPE@0.5%85' - 18" HDPE @0.4%18' - 18" HDPE @0.5%CBMH 6RE 844.70IE 834.79 NIE 840.99 WIE 834.79 ECBMH 4RE 845.45IE 838.36 WIE 834.522' SUMP54' - 18" HDPE @0.5%CB 5RE 844.96IE 841.24SAN MH 525' - 15" HDPE @1.0%BUILD CBMH 17OVER EXISTING PIPERE 847.5IE 842.59 NIE 840.00 W & S44' - 24" HDPE @2.3%BUILD CBMH 16OVER EXISTING PIPERE 847.75IE 839.0113' - 15" HDPE@0.8%CBMH 14RE 848.94IE 835.77 SIE 835.77 EIE 842.47 WCBMH 13RE 847.89IE 841.6341' - 15" HDPE@0.4%42' - 15" HDPE@2.5%3C6.4CATCHBASIN(TYP.)FES DIE 838.0STMH 18RE 848.0IE 844.58 NIE 838.31 S2' SUMPPRESERVER GRAVITYSEPARATOR98' - 8" PVC@10%52' - 12" RCP@0.6%1C6.6TRITONSYSTEMCBMH 19RE 860.0IE 835.68 SIE 838.68 NCB 20RE 860.0IE 856.94128' - 8" PVC@2.0%15" PVC ROOFDRAIN CONNECTIONIE 835.565C6.4CATCHBASINMANHOLE (TYP.)4C6.427" CATCHBASIN (TYP.)STMH 15RE 848.30IE 834.52 SIE 834.5 WIE 834.72 N67' - 15" PVC@0.36%RD C IE 835.98CB 9RE 847.36IE 843.6788' - 8" PVC @ 1%CBMH 11RE 849.23IE 844.41CBMH 12RE 849.22IE 843.5499' - 15" HDPE @ 0.5%109' - 15" HDPE@0.8%3C4.2ENLARGEDPLANCBMH 10RE 847.36IE 843.17SAN MH 91C6.5DEPRESS CURBAT STORMINLETS (TYP)7C6.4PIPE BEDDING(TYP.)RESTAURANTDECKRETAIL/RESTAURANTRESIDENTIALSAN MH 6SAN MH 7SAN MH 872' - 8" PVC@1%RD A IE 845.024' - 15" HDPE@0.25%RD B IE 845.75CBMH 3RE 845.60IE 838.42108' - 15" HDPE@ 0.5%IE 837.2CMPOUTLETS4" 832.012" 834.0PENETRATE WALL 1FOOT ABOVE GRADERIPRAP REINFORCEDSWALE DOWN TO THEWETLAND EDGE2C4.2ENLARGEDPLAN>
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>>>>>IE 828.081' - 3' X 12'BOX CULVERT@0.1%IE 828.08INSULATION>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4" CMP - DESIGN DETAILS TOBE PROVIDED BY CONTECHENGINEERED SOLUTIONS158'27'145'2
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'7'7'7'3.5'3.5'10'10' Know what's below. Call before you dig. RC4.2C402PAS01.DWGSTORMWATERMANAGEMENT PLAN1STORMWATER MANAGEMENT PLAN1" = 40'UTILITY NOTES1. SEE SHEET C4.1 FOR UTILITY NOTES AND LEGEND.PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162ENLARGED PLAN1" = 20'3ENLARGED PLAN1" = 20'111page 78
WATER LINE B825830835840845850855825830835840845850855-0+250+000+501+001+25WATER LINE A825830835840845850855825830835840845850855-0+250+000+501+001+502+002+503+003+504+004+505+005+505+75WATER LINE C825830835840845850855825830835840845850855-0+250+000+25WATER LINE D825830835840845850855825830835840845850855-0+250+000+501+001+25WATER LINE E825830835840845850855825830835840845850855-0+250+000+501+001+502+002+50WATER LINE F830835840845850855860830835840845850855860-0+250+000+501+008" GATE VALVE8" - 22.5° HORIZ. BEND8" x 8" TEE8" - 22.5° HORIZ BEND8" x 6" TEE8" x 6" TEE8" - 22.5° HORIZ. BEND8" - VERT. BENDIRRIGATION TEE8" x 8" TEE8" GATE VALVE
8" x 6" TEE
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8" - 45° HORIZ BEND
FIRE HYDRANT
8" GATE VALVE
CONNECT TO EXISTING 15" HDPEINV=841.10'8" PVCINV=835.30'36" HDPEINV=834.53'15" HDPEINV=836.96'8" x 8" TEE
CONNECT TO BLDG SERVICE
8" GATE VALVE
8" - 22.5° BEND
8" - 22.5° BEND 8" PVCINV=834.35'15" PVCINV=841.99'FINISH GRADEEXISTING GRADEFINISH GRADEEXISTING GRADE6" GATE VALVE
FIRE HYDRANT
8" x 6" TEE
6" GATE VALVE
FIRE HYDRANT
8" x 6" TEE
8" - 22.5° HORIZ. BEND
8" - 22.5° HORIZ. BEND
8" - VERT. BEND 8" DIP8" DIP6" DIP6" DIP8" DIP6" D
IP8" PVCINV=834.76'8" x 8" TEE8" GATE VALVE8" x 6" TEE8" - 45° HORIZ BEND8" x 8" TEE8" x 6" REDUCER 6" DIP8" DIP6" - 45° VERT. BEND 8" DIP6" - 45° HORIZ BEND6" - 45° VERT. BEND6" GATE VALVEFIRE HYDRANT8" x 8" TEE8" - 11.25° HORIZ BEND
8" x 8" TEE
8" - 11.25° HORIZ BEND 8" PVCINV=837.91'8" PVCINV=843.70'8" PVCINV=843.50'6" PVCINV=839.58'FINISH GRADEEXISTING GRADEFINISH GRADEEXISTING GRADEFINISH GRADEEXISTING GRADE8" DIP3' x 13' RCBINV=828.02'SSWR MH5SSWR MH4SSWR MH36" INSULATION8" x 6" REDUCER 8" DIPSANITARY SEWER8.0' MIN. COVER
15" HDPEINV=838.35'12040SCALE IN FEET Know what's below. Call before you dig. RC4.3C402PAS01.DWGWATER LINEPROFILES1WATER MAIN PROFILES1" = 40'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161" = 40' V1" = 5' Hpage 79
STATE TRUNK HIGHWAY NO. 110
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CONTACT:
PASTER PROPERTIES
John Kohler
Director of Development
2227 University Ave. W
St. Paul, MN 55114
VICINITY MAP
PAS16003
SURVPAS03
PRELIMINARY
PLAT
COUNTY/CITY:
REVISIONS:
PROJECT LOCATION:
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8976
dan@
cssurvey
.net
DATE REVISION
PROJECT NO.
FILE NAMENORTH(NOT TO SCALE)
04-22-16 INITIAL ISSUE
06-07-16 REVISED LOT LINES
06-08-16 REVISED LOT LINES
06-13-16 REVISED LOT NAMES
09-12-16 REVISED LOT LINES
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UNDERGROUND UTILITIES NOTES:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED
THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET
NUMBER 160701213. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID
NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE
ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT
WERE NOT MARKED UP.
LEGAL DESCRIPTION:
EXISTING AREA:
LOT 3 = 59,249 SQ. FT.
LOT 4 = 79,733 SQ. FT.
LOT 5 = 56,013 SQ. FT.
OUTLOT C = 21,075 SQ. FT.
TOTAL AREA = 216,070 SQ.FT./ 4.96 ACRES, MORE OR LESS
LEGEND:
RESTRICTED ACCESS
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
OVERHEAD UTILITY
UNDERGROUND GAS
SANITARY SEWER
STORM SEWER
WATERMAIN
FENCE
CURB [TYPICAL]
CONCRETE SURFACE
DRAINAGE AND UTILITY
EASEMENT SHOWN ON PLAT OF
MENDOTA PLAZA EXPANSION TO
BE VACATED BY SEPARATE
DOCUMENT PRIOR TO FINAL PLAT
RECORDING
The following Legal Description is as shown on Commercial Partners Title, LLC, as agent for Old Republic National Title Insurance Company, commitment having a file
number of 51089 and an effective date of March 8, 2016:
Parcel 1:
(subject property) Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County, Minnesota.
Abstract Property
(not included, but show in title commitment) Outlots B and D, Mendota Plaza Expansion, according to the recorded plat thereof, Dakota County, Minnesota
Abstract Property
Parcel 2:
Together with the benefits of easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated December 16, 2009, filed March 22,
2010, as Document No. 2720496, as amended by First Amendment to Declaration of Easements, Covenants, Conditions and Restrictions dated May 7, 2012, filed May
25, 2012, as Document No. 2870428.
FOR THE PURPOSES OF THIS SURVEY, THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE SHOWN TO ENCOMPASS LOTS 3, 4, AND 5, BLOCK 1, AND OUTLOT C,
MENDOTA PLAZA EXPANSION.
BENCHMARKS:
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC
WEBSITE. SURVEY DISK 1917C WITH AN ELEVATION OF 887.61 WAS USED TO
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88)
1. BEARINGS ARE BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM NAD
1983.
2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES
AND AS-BUILTS PLANS PROVIDED BY OTHERS.
3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT
SHOWN OR LOCATED.
4. ELEVATION INFORMATION SHOWN WITHIN THE BOUNDARY LINES OF THE
SUBJECT PROPERTY WAS OBTAINED THROUGH TYPICAL FIELD SURVEY
MEASUREMENTS AND IS SHOWN ON THE SURVEY AS 1 FOOT CONTOUR
INTERVALS. ELEVATION INFORMATION SHOWN AS 2 FOOT CONTOUR
INTERVALS ADJACENT TO THE SUBJECT PROPERTY WAS DERIVED FROM LIDAR
INFORMATION OBTAINED FROM THE MINNESOTA DNR MnTOPO WEBSITE. 2
FOOT CONTOUR INTERVAL INFORMATION IS FOR REFERENCE PURPOSES ONLY.
SURVEY NOTES:
The following survey related exceptions that affect the subject property appear on the Commercial Partners Title, LLC, as agent for Old Republic National Title
Insurance Company, commitment having a file number of 51089 and an effective date of March 8, 2016:
(OTHER ITEMS THAT DO NOT AFFECT THE SUBJECT PROPERTY MAY APPEAR AS SURVEY RELATED EXCEPTIONS ON SAID TITLE COMMITMENT)
10. Easement for drainage ditch and/or storm sewer conduit or culvert, in favor of Village of Mendota Heights, as created in document dated December 19,
1963, filed February 10, 1964, as Document No. 305366, in Book 76 of Misc., Page 71. (SHOWN ON SURVEY) (AFFECTS SUBJECT PROPERTY)
11. Easement for passage of surface water lands for the benefit of lands to the West of premises, as created in document dated April 30, 1958, filed June 25,
1958, as Document No. 259733, in Book 265 of Deeds, Page 408. (SHOWN ON SURVEY)
12. Restricted access to Highway 110 as shown by Final Certificate dated October 13, 1959, filed November 16, 1959 in Book 72 of Misc., Page 233 and Quit
Claim Deed dated July 19, 2005, filed August 1, 2005, as Document No. 2346152. (SHOWN ON SURVEY)
13. Easement for highway purposes, in favor of the State of Minnesota, as created in document dated January 15, 1953, filed March 16, 1953, in Book 61 of
Misc., Page 504. (DOCUMENT NOT LEGIBLE) (R/W LINE AS SHOWN ON MENDOTA PLAZA EXPANSION SHOWN)
14. Restricted access to Highway 110 as shown by Quit Claim Deed dated July 25, 2005, filed September 16, 2005, as Document No. 2361485, and Quit Claim
Deed dated August 4, 2005, filed September 16, 2005, as Document No. 2361486. (SHOWN ON SURVEY)
15. Obtain and record a certified copy of the resolution of the city council of the City of Mendota Heights authorizing the sale of the following property: The
Southerly 90 feet of that part of the East-Half of the Northwest Quarter of the Southwest Quarter of Section 25, Township 28 North, Range 23 West,
described as follows: Commencing at the Southwest corner of said Section 25; thence North along the West line of said Section 25, a distance of 2634.9 feet
to the West Quarter corner of said Section 25; thence East with an inside angle of 89 degrees 57 minutes along the East-West Quarter line of said Section 25,
a distance of 1021.1 feet; thence South on an inside angle of 90 degrees 03 minutes, a distance of 54.50 feet to the point of beginning, said point begin on
the South right-of-way line, of Minnesota State Highway No. 110; thence Eat along the Highway right-of-way line, a distance of 100 feet; thence South with
an inside angle 89 degrees 58 minutes, a distance of 100 feet; thence West with an inside angle of 90 degrees 02 minutes, a distance of 100 feet; thence
North with an inside angle of 89 degrees 58 minutes, a distance of 100 feet to the point of beginning.
(AREA DESCRIBED HEREIN SHOWN ON SURVEY.)
37. Easement for utilities and drainage and locations of wetlands as shown on the plat of Mendota Plaza Expansion.
(LOCATION OF WETLANDS SHOWN ON SURVEY) (DRAINAGE AND UTILITY EASEMENTS TO BE VACATED BY SEPARATE DOCUMENT)
40. Terms and conditions of and easements contained in Declaration of Easements, Covenants, Conditions and Restrictions dated December 16, 2009, filed
March 22, 2010, as Document No. 2720496. As amended by First Amendment to Declaration of Easements, Covenants, Conditions and Restrictions dated
May 7, 2012, filed May 25, 2012, as Document No. 2870428.
(SHOWN ON SURVEY. AFFECTS ALL OF LOTS 1-5, AND LOTS 7-8, BLOCK 1 AND OUTLOTS A-E, MENDOTA PLAZA EXPANSION) (SUBJECT TO AND TOGETHER
WITH CONDITIONS, RESTRICTIONS, EASEMENTS FOR INGRESS, EGRESS, PARKING, PEDESTRIAN ACCESS, UTILITIES, DRAINAGE, SIGNS OVER COMMON AREAS AS
SHOWN ON SITE PLAN IN SAID DOCUMENT.)(SITE PLAN IN DOCUMENT PROVIDED IS NOT LEGIBLE)
41. Subject to Terms and conditions of Private Water Main Agreement dated September 8, 2009, filed May 19, 2010, as Document No. 2731043, by and between
Mendota Mall Associates, LLP, a Minnesota corporation, the City of Mendota Heights, a Minnesota municipal corporation, and the Board of Water
Commissioners of the City of Saint Paul, a Minnesota municipal corporation. (EASEMENT DESCRIPTION NOT LEGIBLE IN DOCUMENT. AFFECTS SUBJECT
PROPERTY.)
EASEMENT NOTES:
FOUND MONUMENT
SET 1/2" IRON PIPE
MARKED RLS NO. 25718
CABLE TV PEDESTAL
AIR CONDITIONER
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC PEDESTAL
ELECTRIC TRANSFORMER
LIGHT POLE
GUY WIRE
POWER POLE
GAS MANHOLE
GAS METER
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
SANITARY CLEANOUT
SANITARY MANHOLE
CATCH BASIN
STORM DRAIN
FLARED END SECTION
STORM MANHOLE
FIRE DEPT. CONNECTION
HYDRANT
CURB STOP
WATER WELL
WATER MANHOLE
WATER METER
POST INDICATOR VALVE
WATER VALVE
BOLLARD
FLAG POLE
MAIL BOX
TRAFFIC SIGN
UNKNOWN MANHOLE
SOIL BORING
SPOT ELEVATION
TRAFFIC SIGNAL
CONIFEROUS TREE
DECIDUOUS TREE
PROPOSED AREA:
LOT 1, BLOCK 1 = 88,919 SQ. FT.
LOT 1, BLOCK 2 = 96,043 SQ. FT.
OUTLOT A = 30,838 SQ. FT.
OUTLOT B = 269 SQ. FT.
TOTAL AREA OF = 216,069 SQ.FT./ 4.96 ACRES, MORE OR LESS
ZONING INFORMATION:
SUBJECT PROPERTY IS TO BE REZONED TO A PLANNED UNIT DEVELOPMENT.
10
11
12
15
14
CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
Daniel L. Thurmes Registration Number: 25718
Date:__________________04-22-16
page 80
KNOW ALL PERSONS BY THESE PRESENTS: That Mendota Mall Associates - Outlots, LLC, a Minnesota limited liabilitycompany, owner of the following described property:Lots 3, 4 and 5, Block 1 and Outlot C, Mendota Plaza Expansion, according to the recorded plat thereof,Dakota County, MinnesotaHas caused the same to be surveyed and platted as MENDOTA PLAZA EXPANSION SECOND ADDITION and does herebydedicate to the public the easements for drainage and utility purposes as created by this plat.In witness whereof said Mendota Mall Associates - Outlots, LLC, a Minnesota limited liability company, has caused thesepresents to be signed this ___________ day of _____________________ , 20______.SIGNED: Mendota Mall Associates - Outlots, LLCBy ________________________________________________ , its Chief ManagerHoward A. PasterSTATE OF ______________________________COUNTY OF _____________________________This instrument was acknowledged before me this _________ day of ______________________ , 20______ , byHoward A. Paster, the Chief Manager of Mendota Mall Associates - Outlots, LLC, a Minnesota limited liability company,on behalf of the company.____________________________________________________________________________________________Notary Public__________________________________My Commission Expires________________________I Daniel L. Thurmes do hereby certify that this plat was prepared by me or under my direct supervision; that I am a dulyLicensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; thatall mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat havebeen, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes,Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways areshown and labeled on this plat.Dated this ___________ day of _______________ , 20_____ .___________________________________________Daniel L. Thurmes, Licensed Land SurveyorMinnesota License No. 25718STATE OF MINNESOTACOUNTY OF WASHINGTONThis instrument was acknowledged before me this ___________ day of _______________ ,20______, by Daniel L. Thurmes, aLicensed Land Surveyor.____________________________________________________________________________________________Notary Public__________________________________My Commission Expires________________________MENDOTA HEIGHTS, MINNESOTAThis plat of MENDOTA PLAZA EXPANSION SECOND ADDITION was approved and accepted by the City Council of the Cityof Mendota Heights, Minnesota, at a regular meeting thereof held this __________ day of _____________, 20____ , and is incompliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council of the City of Mendota Heights, MinnesotaBy: ___________________________________ , Mayor Attest: _________________________________ , City ClerkCOUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd 11, this plat has been reviewed andapproved this _____________ day of _________________ , 20_______.By: ______________________________________________ Todd B. Tollefson, Dakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, DAKOTA COUNTY MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20____ on the land hereinbeforedescribed have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes andtransfer entered this __________ day of ____________________ , 20_____ .By: _____________________________________________ By: ____________________________________ Department of Property Taxation and RecordsDeputyCOUNTY RECORDER, DAKOTA COUNTY, MINNESOTAI hereby certify that this plat MENDOTA PLAZA EXPANSION SECOND ADDITION was filed in the office of the CountyRecorder for public record on this ___________ day of _________________ , 20_____ , at __________ o'clock _____ .M. andwas duly filed in Book __________ of Plats, Page ____________ as Document No. _____________________ .By: _____________________________________________ By: ____________________________________ County RecorderDeputyMENDOTA PLAZA EXPANSION SECOND ADDITIONSHEET 1 OF 2 SHEETSpage 81
OUTLOT A 11 2 1OUTLOT BBeing 10.00 feet in width and adjoining public ways andadjoining exterior lot lines and being 5.00 feet in width andadjoining interior lot lines, unless otherwise shown on this plat.Drainage and utility easements over all of Outlots A and B.1 INCH = 40 FEETFor the purposes of this survey the eastline of MENDOTA PLAZA EXPANSION,Dakota County, Minnesota is assumed toEHDU6
(MENDOTA PLAZA EXPANSION SECOND ADDITIONSHEET 2 OF 2 SHEETSLEGENDDenotes monument found (as noted)Denotes 12 inch x 14 inch iron pipe set and marked withMinnesota License No. 25718 (monuments to be set withinone year after recording of the plat)Denotes access restriction per document number 2346152DRAINAGE AND UTILITYEASEMENTS ARE SHOWN THUS:(1"=40')0NORTH40 80VICINITY MAPNORTH(NOT TO SCALE)SW 1/4 OF SECTION 25, TOWNSHIP 28 NORTH,RANGE 23 WEST, DAKOTA COUNTY, MINNESOTApage 82
C6.1C601PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16MAXIMUM SPACING 120'. ALSO USE WHEN ABUTTING BUILDINGS.SPACING: 4'5'6'WALKWALKWALK- 4' C/C- 5' C/C- 6' C/C1/4"R1/4"RJOINT SEALERNON-BITUMINOUS JOINT FILLEREXPANSION JOINTTOOLED CONTROL JOINT3" CAP OR
4" SIDEWALK 1/2"1/2"3/8"1/8"4" WALK
SEE NOTE 1
FOR 3" CAP
1"14BIKE RACKNO SCALE3" THICK CONCRETE CAP: 10'X10' MAX9CONCRETE PAVEMENT SECTIONNO SCALE7" CONCRETE PAVEMENTWITH #4 BAR 12" O.C. BOTH DIRECTIONSCOMPACT SUBGRADE6" AGGREGATE BASE(MNDOT 3138 CL5)2.0" BITUMINOUS WEAR(MNDOT 2360 WEARING COURSEMIXTURE SPWEA240B)OVER TACK COAT MNDOT 23572.0" BITUMINOUS NON-WEAR(MNDOT 2360 NON-WEARING COURSEMIXTURE SPNWB230B)10.0" AGGREGATE BASE(MNDOT 3138 CL5)COMPACTED SUBGRADENOTE: JOINT ADHESIVE (MASTIC) TO BE PLACED ALONG WHERE CONCRETE/BITUMINOUSINTERFACE AT CURB LINE.CONCRETE WALKWAY SECTION4" CONCRETE PAVEMENTCOMPACT SUBGRADE6" AGGREGATE BASE(MNDOT 3138 CL5)6HEAVY DUTY BITUMINOUS PAVEMENT1B612 CURB & GUTTERNO SCALE12"6" 3"R1/2"R 12"14-1/8"1/2"R7"SLOPE 3/4"PER FT.14"1 32B612 MODIFIED CONCRETE CURB & GUTTERNO SCALED412 CONCRETE CURB & GUTTER7"9"9"0.5"ALTERNATIVE TIP-OUTCURB FOR HIGH POINTS10ACCESSIBILITY CURB RAMPNO SCALE6"TRUNCATED DOMEPAVERS W/ SEALEDGROUT JOINTS2' MIN.BITUMINOUS SURFACETRUNCATED DOMES SHALL BE NEENAH FOUNDRY COMPANY. EAST JORDANIRON WORKS OR APPROVED EQUAL FROM MNDOT'S APPROVED PRODUCTSPAGE. CHARCOAL GREY COATED CAST IRON TRUNCATED DOME PANELS SHALLBE USED FOR ALL PEDESTRIAN RAMPS. USE ONLY ONE SUPPLIER OF PANELSWITHIN THE PROJECT.1.9% CROSS SLOPEOR 4.9% RUN - SEE PLAN11ACCESSIBILITY SIGNAGENO SCALEFORM CONCRETEPYRAMID ON TOPATTACH SIGN TO POST WITHAPPROPRIATE STAINLESS STEEL BOLTS,WASHERS & NUTS. (TYP AT TOP AND BOTTOM OFSIGN)NOTE:SIGNAGE SHALL MEET THE REQUIREMENTOF MN MUTCD R7-8n AND R7-8P4X4 SQUARE STEEL PIPE BOLLARDCONCRETE FILLED, PAINTED TO MATCHARCHITECTURAL TRIM COLOR48"20" DIAFOOTINGSYMBOL 6"X6"24"PARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLE36"SIGN FACE ATPARKING STALLALL BARS TO BE0.25" HIGH BY 8" WIDEAT ACCESS AISLEACCESS AISLENO PARKING2"X2" ADJUSTABLE PER-ORATED SIGN STOCK SET INCONCRETE, CENTERED IN BOLLARD60" FROM PARKING SURFACETO BOTTOM OF SIGNAGESEALANTPITCH, SMOOTH CONCRETE FINISHFINISHED GRADE8"74"SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TOACCOMMODATE NEW PAVEMENT.MILL 1/2 THICKNESS OFEXISTING PAVEMENT2'WEAR COURSENON-WEAR COURSEAGGREGATE BASESAW CUTNEW PAVEMENTNOTESTACK COAT ALL EDGES5BITUMINOUS INTERLOCK AT MATCH LINENO SCALE6'2'2'3'2'3'3' MIN.VARIES3.5' MIN.LANDING1:10CONCRETEFLARE1:10CONCRETEFLARE0" CURB HEIGHT6" CURB HEIGHT6" CURB HEIGHTTRUNCATED DOMEPAVERS W/ SEALEDGROUT JOINTS 3"RSLOPE 3/4"PER FT.8"1 36"6"1/2"R 12"13.5"1/2"R7"CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC.2531.3C. (10' SPACING) CONTROL JOINTS SHALL EXTENDTO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2"DEEP.7BITUMINOUS PAVEMENT SECTIONNO SCALE1.5" BITUMINOUS WEAR(MNDOT 2360 WEARING COURSEMIXTURE SPWEA240B)OVER TACK COAT MNDOT 23571.5" BITUMINOUS NON-WEAR(MNDOT 2360 NON-WEARING COURSEMIXTURE SPNWB230B)8.0" AGGREGATE BASE(MNDOT 3138 CL5)COMPACTED SUBGRADE12SIDEWALK JOINTNO SCALE13NO SCALE4' ORNAMENTAL FENCEBIKE RACK : MODEL BH (BIKE HITCH)TWO PARKED BIKES PER UNITBY DERO BIKE RACK COMPANY250 HIGH QUALITY TGIC POWER-COATEDIN-GRUND MOUNT WITH SLEEVE ANDANCHOR PER MANUFACTURER'SINSTALLATION AND SPECIFICATIONS30" MIN.36" (24" MIN.)TYPICAL LAYOUT AND SETBACKBUILDING WALL
30" MIN.CENTER BEAM : 2" SCHEDULE 40 PIPERING : 1.5" OD 11 GAUGE TUBECONCRETE WALKSECTIONSECTIONVIEWBUILDING WALL 3NO SCALE4RIBBON CURBNO SCALE8NO SCALEpage 83
C6.2C602PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/162NO SCALEFLOATING SILT CURTAINSTORM GRATELIFTSTRAPSCURB FILTEROPTIONALOUTFLOW PORTSDUMPINGSTRAPSCURBOPENINGREINFORCEDCORNERSMANAGEABLE2 FOOTCONTAINMENT AREAPUBLIC STREETNO SCALEROCK CONSTRUCTION ENTRANCE1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE.2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH.3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL.4. SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC.5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.NOTES12" MIN.RUNOFF FLOWFILTER FABRIC(MIRAFI-ENVIRO FENCEOR APPROVED EQUAL)MIN. 30" - MAX. 36"ABOVE GRADE2" x 2" WOOD POSTS 4' O.C.645°'2"X2"X16" LONG WOODEN STAKES AT 12"SPACING. STAKES SHALL BE DRIVENTHROUGH THE BACK HALF OF THE FILTER LOGAT AN ANGLE OF 45d WITH THE TOP OF THESTAKE POINTING UPSTREAM. FLOW FLOW FLOW FLOWSILT FENCETEMPORARY BERMGRADIENTTEMPORARY BERMSILT FENCEEXCAVATED BASINGRADIENT1. EXCAVATED BASIN SHALL HAVE A MINIMUM 10 YARD CAPACITY.2. FOLLOWING CONSTRUCTION, OR WHEN 1/2 OF CAPACITY IS LOST, CONTRACTORSHALL REMOVE ACCUMULATED CONCRETE FROM SITE AND DISPOSE OF ATPROPER FACILITY.3. PREFABRICATED BASIN MAY BE ACCEPTABLE. SUBMIT SPECIFICATIONS TOENGINEER FOR APPROVAL.4. ALTERNATIVE CONCRETE WASHOUT DESIGNS WHICH FUNCTION IN AN EQUAL ORBETTER FASHION ARE ACCEPTABLE.EXCAVATED BASINIMPERMEABLE LINERBURY 4" BELOW GRADE50' MIN.PE
R
C
O
D
E 6" MINIMUM DEPTH OF1"-2" DIA. WASHED ROCKGEOTEXTILE FABRIC UNDERLYINGMAINTAIN ROCK ENTRANCE TO PREVENTTRACKING MUD ONTO PUBLIC STREETS.ADD ROCK OR REINSTALL THE ROCENTRANCE AS NECESSARY.41SILT FENCENO SCALEUNDISTURBED SOILBACKFILL 6" x 6" TRENCHBIO ROLL SEDIMENT CONTROLNO SCALERUNOFF FLOW12" BIO ROLL SEDIMENTCONTROL LOGBIO ROLL SEDIMENTSTAKE5CONCRETE WASHOUT AREANO SCALE1 1/2"10"FLOWFLOWFLOWFLOW7NO SCALEEROSION CONTROL BLANKETA. BURY THE TOP END OF THEMATTING STRIPS IN A TRENCH 6INCHES OR MORE IN DEPTH.B. TAMP THE TRENCH FULL OFSOIL. SECURE WITH ROW OFSTAPLES, 10 INCH SPACING, 4INCHES DOWN FROM THETRENCH.C. OVERLAP - BURY UPPER END OFLOWER STRIP AS IN "A" AND "B".OVERLAP END OF TOP STRIP 18INCHES AND STAPLE.D. EROSION STOP - FOLD OF MATTING BURIED IN SLIT TRENCH AND TAMPEDDOUBLE ROW OF STAPLES.1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT.2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THEGRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH.MAT OR BLANKET - TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACEWHERE IT IS APPLIED.3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP,COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOPEND AND EVERY 3 FOOT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BYSIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIPOF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FOOT. DO NOT STRETCH THENET WHEN APPLYING STAPLES.4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OFTHE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHORSLOTMAINTENANCE: INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION,OR FAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIRTHE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.TYPICAL STAPLES#8 GAUGE WIREPRESS ENDS 6 INCHESINTO THE SOIL AROUNDSTRUCTURES AND STAPLESECURELYWHEN USING NETTING IN CHANNELS, ROLL OUTSTRIPS OF NETTING PARALLEL TO THE DIRECTIONOF FLOW AND OVER THE PROTECTIVE MULCH.3NO SCALEDANDY BAG INLET PROTECTIONBOTTOMWATER SURFACEANCHOR CABLECARRIER FLOATSTEEL TENSION CABLEVARIABLE DEPTH
12"ANCHORCURTAIN WEIGHTVARIABLE LENGTHCURTAIN FABRICANCHOR POINT AANCHOR POINT BFLOATATION SILT CURTAINSTILL WATER TYPEAPPROX. 20'STREAM, LAKE OR MARSH(12' MAXIMUM)PLAN VIEWSIDE VIEWCURRENTpage 84
C6.3C603PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161NO SCALEVALVE BOX & INSTALLATION2NO SCALEHYDRANT INSTALLATION3NO SCALEWATER MAIN INSULATION5NO SCALEWATERMAIN OFFSET4NO SCALERESTRAINED PIPE6NO SCALELAWN SPRINKLER INSTALLATIONpage 85
C6.4C604PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/166"NOTES:24"X36" SLAB OPENING FOR NEENAHCASTING NO. R-3067 WITH TYPE V GRATE(OR APPROVED EQUAL)DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. 4'DIA. M.H.-9" IN FROM BACK OF CURB 6'DIA. M.H.-3" BEHIND BACK OF CURB 8'DIA. M.H.-15" BEHIND BACK OF CURBMIN. SLAB THICKNESS 6" FOR 14' DEPTH.INCREASE THICKNESS 1" FOR EACH 4' OFDEPTH GREATER THAN 14' AND REINFORCEWITH 6"X6", 10/10 MESH.GROUT BOTTOM TO 1/2 DIA. OF PIPE.FULL BED OF MORTAR BETWEEN AND A 6"COLLAR ON THE OUTSIDE OF THE RINGS.6" PRECAST REINFORCE CONCRETE SLAB.ALL JOINTS IN MANHOLE TO HAVE RUBBER GASKETS.PRECAST CONCRETE MANHOLE SECTION.MANHOLE STEPS NEENAH R1981J PLASTIC COATED OR APPROVED EQUAL, 16" O.C. USE PRECAST SECTIONS WHENEVER POSSIBLE.USE MIN. 4' DIAMETER MANHOLE SECTIONS FOR PIPE SIZES UP TO 36" DIAMETER.DOGHOUSES SHALL BE GROUTED ON BOTHTHE OUTSIDE AND INSIDE.SLAB AND TOP OF MANHOLE SECTION.MATERIAL TO BE PLACED BETWEENRAMNEK OR SIMILAR GASKET TYPE3CATCH BASINNO SCALEGRATE TO BE 2" BELOWGUTTER GRADE.5' TRANSITION EACHSIDE OF CATCH BASINTOP OF CURB3" GROUT3' MINIMUMVARIESVARIES6 1/2"CATCHBASIN CASTING AND GRATENEENAH R3067-V OR EQUAL3" RADIUS CURB BOXPRECAST CONCRETE ORHDPE ADJUSTING RINGSHIGH DENSITY INTERLOCKINGPOLYETHYLENE ADJUSTMENT RINGSMINIMUM OF 2-2" MAXIMUM OF 5-2"ADJUSTMENT ALLOWEDWITH 1/4" TO 1/2" BED OF MORTARBETWEEN EACH AND A 6" THICKCONCRETE COLLAR ON OUTSIDEDOGHOUSES SHALL BE GROUTEDON BOTH THE INSIDE AND OUTSIDE24"X36"PRECAST5"6"1. STEPS SHALL BE PROVIDED IN ALL CATCH BASIN/MANHOLES AND STORM SEWERMANHOLES.2. CASTING TO BE TOTALLY CEASED IN CONCRETE CURB SECTION.3. NO BLOCK STRUCTURES ARE ALLOWED.4. NO WOOD SHIMS ARE PERMITTED IN THE ADJUSTING RINGS.3'5"5"2'FACE OF CURB1. V GRATE SHOWN2. VB GRATE SHOWN SHALL BE USED AT ALL LOW POINTS.DIRECTION OF FLOWKEYED NOTESPLANSECTIONKEYED NOTES1SANITARY MANHOLENO SCALE5CATCH BASIN MANHOLENO SCALE427" CATCH BASINNO SCALEPRECASTCONCRETEVARIES TO 3' MIN.27" DIASLOPE 1" PER FT.R-4342 CASTING R-4342 CASTINGCASTING(SEE PLAN)HIGH DENSITY INTERLOCKINGPOLYETHYLENE ADJUSTMENT RINGSPROVIDE A MINIMUM OF 2" AND AMAXIMUM OF 10" OF TOTAL ADJUSTMENT.USE LARGER SIZE RINGS TO REDUCETHE NUMBER OF JOINTS. INCLUDE ONE2" RING IMMEDIATELY UNDER THECASTING.2INSIDE DROP SANITARY MANHOLENO SCALEHIGH DENSITY INTERLOCKING POLYETHYLENEADJUSTMENT TO PROVIDE A MINIMUM OF 2" AND AMAXIMUM OF 10" OF TOTAL ADJUSTMENT. USELARGER SIZE RINGS TO REDUCE THE NUMBER OFMORTAR JOINTS. INCLUDE ONE 2" RINGIMMEDIATELY UNDER THE CASTING, AND ANY OTHER2" RINGS UNDER THE LARGER SIZE RINGS.STEPS 16" O.C. ONDOWNSTREAM SIDEFLOW4'1'-4"AS NEEDED 48"27"7"SECTION A-ASECTION B-BSLOPE 2"/FOOTNOTES:20" TO SPRING LINE (MAX.)AABBWHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND,AND/OR 2 FEET ABOVE THE 100 YEARSTORM WATER LEVEL.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT (1'-0")PRECAST SECTION SHALL BE PLACEDIMMEDIATELY BELOW CONE SECTION.ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER GASKETS.MINIMUM SLAB THICKNESS 6" FOR14' DEPTH. INCREASE THICKNESS 1"FOR EACH 4' OF DEPTH GREATERTHAN 14' AND REINFORCE WITH6"X6" 10/10 MESH.1.2.3.4.6" INFI-SHIELD EXTERNALGATOR WRAP OR APPROVEDEQUAL TYPICAL ALL BARRELJOINTSINSTALL POLYMER I/I BARRIER BY STRIKE PRODUCTS OR ESSBROTHERS FOR ALL NEW & EXISTING STRUCTURES. ADAPTORINC'S INTERNAL/EXTERNAL ADAPTOR SEAL OR IT'S E3 CHIMNEYSEAL PRODUCTS OR APPROVED EQUAL MAY BE USED WHENRECONSTRUCTING EXISTING MANHOLES (WITH ENGINEERSAPPROVAL).VARIABLE THICKNESS HDPE ADJUSTING RINGS ASREQUIRED. MIN. OF 4" ADJUSTMENT AND MAX. OF 12"ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TOMINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. 1-2"RING IMMEDIATELY UNDER THE CASTING. USETAPERED RINGS TO MATCH CASTING TO STREETGRADE. APPLY BUTYL SEALANT BETWEEN ALL THEJOINTS.ADJUST CASTING TO 14" - 12"BELOW FINISHED GRADE, TYPICAL FORALL CASTINGS IN PAVEMENTNOTE: EVERY PIPEPENETRATIONTHROUGH THEMANHOLE WALL SHALLHAVE A RUBBER BOOTWITH STAINLESS STEELCLAMP TO SEAL THEPIPE PENETRATIONFROM INFILTRATION OFGROUND WATER. ANYFIELD ADDED OPENINGFOR PIPE SHALL BECORE DRILLED.SLOPEBENCHMANHOLE CASTING AND COVER, NEENAH R-1642 OR APPROVEDEQUAL WITH TWO (2) CONCEALED PICK HOLES.6NO SCALEPLASTIC PIPE BEDDINGNO SCALECLASS B PIPE BEDDING7(SP SOIL)BACKFILL MATERIALLINE OF TRENCH12" MAX6"BELL SECTIONSSHAPE TRENCH TO MATCH116" MIN12"GRANULAR BACKFILL. SEESPECIFICATIONS FORCOMPACTIONREQUIREMENTS(SP SOIL)BEDDING MATERIALGRANULAR FOUNDATION CLASS BDENSELYCOMPACTEDFILL MATERIALCOMPACTEDGRANULARMATERIALTHE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL PLACED UP TO A HEIGHT EQUAL TOONE-HALF THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE GRANULAR BEDDINGBELOW THE PIPE IS A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE, 6" FOR 66"DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE INITIAL FILL MATERIALSHOULD BE DENSELY COMPACTED UP TO A HEIGHT OF 12" OVER THE TOP OF THE PIPE.page 86
C6.5C605PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16SECTION A-APLANSECTION B-BDIA.2'2'14LDIA.BBAARIPRAPNONWOVEN GEOTEXTILE FABRICRIPRAP1.5' (30" AND LARGER PIPE)1' (12"-27" DIA. PIPE)1' (12"-27" DIA. PIPE)1.5' (30" AND LARGER PIPE)DIA. OF PIPE (IN.)L (FT.)481542363024181220810121418168ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS.NOTE:QUANTITY(C.Y.)CLASS>48 22-28 30-40265681222145IVIVIIIIIIIIIIIIIVIIIIIIMINIMUM RIPRAP REQUIREDNONWOVEN GEOTEXTILE FABRICEXTEND 1' UNDER FESTIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPESAND BED IN GRANULAR MATERIAL. ANY COVER LESSTHAN 2' OVER TOP OF PIPE SHALL BE GRANULARMATERIAL.2NO SCALEFLARED END SECTIONS3NO SCALEOVERFLOWTOP OF BANKTOE OF SLOPESTORMWATER FACILITYSEE TABLESTORMWATER FACILITY FLOWDIRECTION OFTOP OF BANKVARIES - SEE PLANSECTION A-ACLASS III RIP RAPTOE OF SLOPESECTION B-BBBAASEE TABLE1.5EOF ELEVATION (0.05' +/-)1.5BASIN BOTTOM WIDTHSLOPE DOWNSTREAMEND TOWARDS CENTERTO CONTAIN FLOWGEOTEXTILE FABRICTYPE IV UNDER RIP RAPCLASS III RIP RAPGEOTEXTILE FABRICTYPE IV UNDER RIP RAPSE INFILTRATION BASIN5'1NO SCALEDEPRESSED CURB AT STORM INLETS2"CASTING WIDTH(CASTING NOT SHOWN)6"5'5'SECTION A - APLAN VIEW1page 87
C6.6C606PAS01.DWGDETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAILI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891408/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161TRITONNO SCALEpage 88
RESTAURANT6,000 +/- SF.RETAIL/RESTAURANT4,860 +/- SF.RESIDENTIAL4 STORIES41,316 SF. (139 UNITS)DECK1,800 +/- SF.TRASHMENU ONLYONLYRESTAURANT6,000 +/- SF.RETAIL/RESTAURANT4,860 +/- SF.RESIDENTIAL4 STORIES41,316 SF. (139 UNITS)DECK1,800 +/- SF.TRASHMENU ONLYONLYDECIDUOUSTREE PLANTING(TYP.)CONIFEROUSTREE PLANTING(TYP.)2L2.3SOD ATHARDSCAPEEDGE (TYP.)PERENNIALPLANTING (TYP.)4L2.3SHRUBPLANTING (TYP.)3L2.3EDGING ATPLANTING BED(TYP.)TREE GUARDS(TYP.)7L2.3STATE TRUNK HIGHWAY NO. 110LANDSCAPEPONDINFILTRATIONBASINRESIDENTIALMONUMENTSIGNCOMMERCIALPYLON SIGNMODULAR BLOCKRETAINING WALL(TYP.)1L2.3OPEN SPACE/PUBLIC GATHERINGOVERLOOK6L2.35L2.330" HIGH DRY STACKEDLIMESTONE WALL(TYP.)MODULAR BLOCKRETAINING WALL(TYP.)POOL30" HIGH DRYSTACKEDLIMESTONE WALL(TYP.)2L2.2ENLARGEDLANDSCAPEPLAN1L2.2ENLARGEDLANDSCAPE PLAN1NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5INFILTRATIONPLUGSGROUNDCOVERPLUGSGROUNDCOVERPLUGSGROUNDCOVERPLUGSPROVIDE 30" SPACE FORVEHICLE OVERHANG18" MAINTENANCESTRIPWILDFLOWERPLUGSRIP RAP & BOULDER(TYP)NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.518" MAINTENANCESTRIP ALONG BUILDINGROCK MULCHOVER WEED BARRIER FABRICBETWEEN WALL AND CURBSODMODULAR BLOCKRETAINING WALLNATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5GROUNDCOVERPLUGSBOULDER(TYP)NATIVE GRASS ANDWILDFLOWER MIXSEE SHEET C3.5 Know what's below. Call before you dig. RL2.1L201PAS01.DWGLANDSCAPE PLAN1LANDSCAPE PLAN1" = 40'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Landscape Architect under the lawsof the state of MINNESOTA.Pilarsinee Saraithong45059PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMITWRITTEN DOCUMENTS AND PROPOSEDSUBSTITUTIONS TO LANDSCAPE ARCHITECT FORAPPROVAL 5 DAYS PRIOR TO PURCHASE AND/ORINSTALLATION.LANDSCAPE NOTES1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADINGAND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS.LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES AREMET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND,IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION.2. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCALCONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THEAMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANTMATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANYDISEASES, DAMAGE, AND DISFIGURATION.3. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANYDISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANTSCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWINGLAYOUT FIGURES.4. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH INFOUR (4) FOOT DIAMETER RING AROUND ALL TREES IN TURF AREA. NOEDGING IS REQUIRED.5. EDGE ALL SHRUB BEDS WITH FOUR (4) INCH MILL FINISHED ALUMINUMEDGING WITH STAKES.6. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH INALL SHRUB AREAS.7. APPLY THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCHIN ALL PERENNIAL AREAS.8. PLACE AND BURY 16" - 36" LIMESTONE BOULDERS AS SHOWN ON PLANTO A DEPTH OF APPROXIMATELY 1/3 OF OVERALL SIZE.9. PLACE 3/4" - 1 1/2" BUFF LIMESTONE MULCH OVER WEED BARRIERFABRIC AS INDICATED ON PLAN.10. WEED BARRIER FABRIC TO BE BLACK POLYPROPYLENE SHEET 27 MILSTHICK, 4 OZ/SQ. YD. TENSILE STRENGTH PER ASTM C-4632.11. SOD SHOWN ON LANDSCAPE PLAN TO BE INSTALLED BY LANDSCAPECONTRACTOR. SOD SHALL CONFORM WITH MNDOT 3878.2A, BE DENSE,AND OF UNIFORM TEXTURE, FREE OF WEEDS AND DISEASE. APPLYMINIMUM SIX (6) INCHES OF TOPSOIL (MNDOT 3877) AND THOROUGHLYAPPLY SLOW RELEASE FERTILIZER TO TOP TWO (2) INCHES BEFORELAYING SOD.12. PLANTING SOIL FOR LANDSCAPED AREAS SHALL BE AT MINIMUM SIX (6)INCHES IN DEPTH AND A SANDY LOAM, SILT LOAM, LOAM, OR SANDYCLAY CONSISTING OF NO MORE THAN 65% SAND, 1.5-10% ORGANICMATTER, A PH OF 4.5-6.8, SOLUBLE SALTS LESS THAN 2 MMHOS/CM,FREE OF CHEMICAL CONTAMINANTS, AND NOT COMPACTED BEYOND80% OF STANDARD PROCTOR OR 200 PSI. SUBSOIL SHALL BE SCARIFIEDBEFORE TOPSOIL IS SPREAD. SOIL SHALL BE GENERALLY FREE OFDEBRIS SUCH AS LARGE ROCKS AND FRAGMENTS OF WOOD.13. SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALLPLANTING BEDS PRIOR TO PLANTING.14. PLANTING AND TURF AREAS SHALL BE IRRIGATED WITH ANUNDERGROUND IRRIGATION SYSTEM. NO WATER IS ALLOWED ON ANYPAVEMENT, PARKING, WALKWAY, AND BUILDING. THE IRRIGATIONCONTRACTOR IS TO DESIGN AND ENSURE THAT IRRIGATION DESIGNMEETS ALL CITY PLUMBING CODES AND REQUIREMENTS.15. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESSOTHERWISE NOTED.16. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TOBE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROPIMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THEORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPEARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE.17. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITEPREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESSNOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THESPECIFICATION BOOKLET.18. LANDSCAPE CONTRACTOR TO MAINTAIN PLANTS AND SOD IN HEALTHYCONDITION THROUGHOUT TWO YEAR WARRANTY PERIOD. THEWARRANTY PERIOD SHALL BE BEGIN UPON INSPECTION ANDACCEPTANCE BY CITY STAFF.LEGENDSODSEEDED AREASEE SHEET C3.5 FOR SEED MIX1QUANT.KEYCOMMON NAMESCIENTIFIC NAMESIZEROOTCOND.DECIDUOUS TREESEVERGREEN TREESMATURESIZEPLANT SCHEDULE10' CLUMP B&B 40'H X 30'WBETULA NIGRARIVER BIRCH6' HT. B&B 12'H X 6'WTHUJA OCCIDENTALIS'TECHNY'TECHNYARBORVITAE14B&B 50'H X 40'WQUERCUS BICOLOR2.5" CAL.SWAMP WHITEOAKB&B 50'H X 35'W2.5" CAL.129124ACER X FREEMANII'SIENNA'SIENNA GLENMAPLEB&B 50'H X 35'WGYMNOCLADUSDIOICUS'ESPRESSO - JFS'2.5" CAL.ESPRESSOKENTUCKYCOFFEETREE12B&B 60'H X 40'WCELTIS OCCIDENTALIS 2.5" CAL.COMMONHACKBERRY8DECIDUOUS SHRUBSEVERGREEN SHRUBS5 GAL.3'H X 3'WARCTIC FIREDOGWOODCORNUS STOLONIFERA'FARROW'POT5 GAL.POT4'H X 4'WPICEA ABIES'PUMILA'DWARF NORWAYSPRUCE335 GAL.3'H X 3'WPOTHYDRANGEAPANICULATA 'JANE'LITTLE LIMEHYDRANGEAPRAIRIEFIREDOGWOODCORNUS ALBA'AUREA'7 GAL.6'H X 6'WPOTPERENNIALS/ GROUNDCOVERS1 GAL. POT 3'H X 2'WSCHIZACHYRIUMSCOPARIUM 'MINNBLUEA'BLUE HEAVENLITTLE BLUESTEM1 GAL. POT 1.5'H X 2'WHEMEROCALLIS'BODACIOUS RETURNS'BODACIOUSRETURNS DAYLILY2.5'H X 2'WECHINACEA'GLOWING DREAM'POT1 GALGLOWING DREAMCONEFLOWER2'H X 1'WMONARDAPUNCTATASPOTTEDBEE BALM2'H X 2'WRUDBECKIA FULGIDA'GOLDSTURM'POT1 GALBLACK EYEDSUSAN5 GAL.8'H X 8'WPOTPHYSOCARPUSOPULIFOLIUS 'MONLO'DIABOLO NINEBARK5 GAL.3'H X 4'WPOTDIERVILLALONICERADWARF BUSHHONEYSUCKLE5 GAL.2'H X 5'WPOTRHUS AROMATICA'GRO-LOW'GROW-LOW FRAGRANTSUMAC8214715135106119185ORNAMENTAL TREESCARPINUSCAROLINIANA1.5" CAL. B&B 25'H X 15'WAMELANCHIERX GRANDIFLORA'AUTUMN BRILLIANCE'1.5" CAL. B&B 20'H X 15'WBLUE BEECH22AUTUMN BRILLIANCESERVICEBERRY135 GAL.3'H X 4'WPOTLLEX VERTICILLATA'RED SPITE'RED SPRITEWINTERBERRY957 GAL.10'H X 10'WPOTVIBURNUM DENTADUM'MORTON'NORTHERN BURGUNDYARROWWOODVIRBURNUM236' HT. B&B 30'H X 15'WJUNIPERUSVIRGINIANAEASTERN REDCEDAR2.5'H X 2'WASCLEPIAS TUBEROSAPOT1 GALBUTTERFLY WEED3'H X 2'WSPOROBOLUSHETEROLEPISPRAIRIE DROPSEED5 GAL.4'H X 4'WPOTLLEX VERTICILLATA'JIM DANDY'JIM DANDYWINTERBERRY335 GAL.2'H X 2'WPOTVACCINIUMANGUSTIFOLIUMLOWBUSHBLUEBERRY5 GAL.POT2'H X 4'WJUNIPERUS HORIZONTALIS'PLUMOSA COMPACTA'ANDORRA COMPACTJUNIPER951,043INFILTRATION BASIN3'H X 1.5'WLOBELIA SILPHILITICAGREAT BLUELOBELIAWILDFLOWER MIX3'H X 1.5'WCHELONE GLABRAWHITETURTLEHEAD4'H X 3'WEUPATORIUMMACULATUMJOE PYE WEED3'H X 2'WIRIS VERSICOLORBLUE FLAG IRIS4'H X 2'WVERONICASTRUMVIRGINICUMCULVER'S ROOT4'H X 2'WASTERNOVAE-ANGLIAENEW ENGLANDASTERCRATAEGUSCRUS-GALLI VAR.INERMIS1.5" CAL. B&B 20'H X 15'WTHORNLESS COCKSPURHAWTHORN167,73317,400 SF.245245 SF.3'H X 2'WRUDBECKIA HIRTABLACK-EYEDSUSAN3'H X 2'WPANICUM VIRGATUMSWITCHGRASS800825 SF.1,1101,110 SF.2.5'H X 2'WASCLEPIAS TUBEROSABUTTERFLYWEED2.5'H X 1.5'WZIZIA AUREAGOLDENALEXANDERS3.5"12" OC.3.5"18" OC.3.5"18" OC.2"12" OC.POTPOTPLUGPOTPLUGPLUGPLUG2"12" OC.2"12" OC.2"12" OC.PLUG2"12" OC.PLUG2"12" OC.PLUG2"12" OC.PLUG2"12" OC.PLUG2"12" OC.6' HT. B&B 50'H X 25'WTSUGA CANADENSISCANADIANHEMLOCK6page 89
DECIDUOUS TREEPLANTING (TYP.)SOD ATHARDSCAPEEDGE (TYP.)PERENNIALPLANTING (TYP.)SHRUBPLANTING (TYP.)3L2.3EDGING ATPLANTING BED(TYP.)VINYL PERGOLA1L2.3OPEN SPACE/PUBLIC GATHERING6L2.35L2.36' OUTDOORBENCH (TYP.)LANDSCAPE CONCRETECURB (TYP.)SOD6' OUTDOORBENCH (TYP.)PET WASTE STATION4L2.3UNDERGROUND STORMWATERBASIN6' OUTDOORBENCH (TYP.)6' OUTDOORBENCH (TYP.)6' OUTDOORBENCH (TYP.)PERENNIALPLANTINGLANDSCAPE CONCRETECURB (TYP.)SODSODBIKE RACK (TYP.)13C6.1ORNAMENTALGRASSESORNAMENTALGRASSESBOULDER(TYP)BOULDER(TYP)OVERLOOKWETLAND6' OUTDOORBENCH (TYP.)6' OUTDOORBENCH (TYP.)PERENNIALPLANTING (TYP.)4L2.3PERENNIALPLANTINGSODSODSODPET WASTE STATIONPERENNIALPLANTINGPERENNIALPLANTINGSOD AT HARDSCAPEEDGE (TYP.)SHRUBPLANTING (TYP.)3L2.36L2.36' OUTDOORBENCH (TYP.)4' ORNAMENTALFENCE (TYP.)12C6.1ORNAMENTAL GRASSPLANTINGBOULDER(TYP) Know what's below. Call before you dig. RL2.2L202PAS01.DWGENLARGEDLANDSCAPE PLAN1ENLAREGED LANDSCAPE PLAN1" = 10'PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Landscape Architect under the lawsof the state of MINNESOTA.Pilarsinee Saraithong45059PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16LANDSCAPE NOTES1. SEE SHEET L21. FOR LANDSCAPE NOTES, SCHEDULE, AND LEGEND.2ENLAREGED LANDSCAPE PLAN1" = 10'page 90
L2.3L203PAS01.DWGLANDSCAPE DETAILSPAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990I hereby certify that this plan was prepared by me,or under my direct supervision, and that I am aduly Licensed Landscape Architect under the lawsof the state of MINNESOTA.Pilarsinee Saraithong45059PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/161DECIDUOUS TREE PLANTINGNO SCALETREE WRAP TO FIRST BRANCHMOUND SUBGRADESCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGCUT AND REMOVE TOP 1/3 BURLAP (MIN.),WIRE BASKET, AND ALL NYLON CORD16" POLY PROPYLENE OR POLYETHYLENE,40 ML, 1-1/2" WIDE STRAPPLANTING PIT 2-3 X DIA. OF SOIL BALLDUG & TILLED PIT 3-5 X DIA. OF SOIL BALLMULCH DISHMULCH, EDGING, & DISH RING(SEE LANDSCAPE NOTES)ROOT FLARE AT FINISHED GRADE ORFIRST MAJOR BRANCHING ROOTAT 1 INCH BELOW SOIL LINEDOUBLE STRAND 14 GA. WIRE3' @ 120 DEGREE INTERVALSNOTESMAINTAIN TREE IN PLUMB POSITIONTHROUGHOUT THE GUARANTY PERIOD(SEE SPECIFICATIONS).TREE STAKING AND ITS METHOD ARE OPTIONALTO CONTRACTORS. TWO ALTERNATIVES ARESHOWN.MOUND SUBGRADESCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGCUT AND REMOVE TOP 1/3 BURLAP (MIN.),WIRE BASKET, AND ALL NYLON CORD16" POLY PROPYLENE OR POLYETHYLENE,40 ML, 1-1/2" WIDE STRAPPLANTING PIT 2-3 X DIA. OF SOIL BALLDUG & TILLED PIT 3-5 X DIA. OF SOIL BALLMULCH DISHMULCH, EDGING, & DISH RING(SEE LANDSCAPE NOTES)ROOT FLARE AT SOIL LINE ORFIRST MAJOR BRANCHING ROOTAT 1 INCH BELOW SOIL LINEDOUBLE STRAND 14 GA. WIRE3' @ 120 DEGREE INTERVALSONE FLAG PER WIREPLANTING SOILTOP SOILPLANTING SOIL(SEE LANDSCAPE NOTES)MOUND SUBGRADESCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGMULCH(SEE LANDSCAPE NOTES)TOP OF ROOT AT FINISHED GRADEEDGING(SEE LANDSCAPE NOTES)PLANTING SOIL(SEE LANDSCAPE NOTES)SCARIFY BOTTOM ANDSIDES OF PIT PRIORTO PLANTINGMULCH(SEE LANDSCAPE NOTES)MAKE SAUCER AROUND PLANTSEDGING(SEE LANDSCAPE NOTES)SEE PLANT SCHEDULE FOR SPACING12" MIN.6" MIN.INSTALL PLANTING BED 12" MIN. AROUND PLANTSPLANTING SOIL(SEE LANDSCAPE NOTES)MULCH(SEE LANDSCAPE NOTES)3" MAX. BELOW PAVING SURFACEEDGING(SEE LANDSCAPE NOTES)6" MIN.INSTALL PLANTING BED 6" MIN.BEYOND ROOT STRUCTURE6" MIN.3"SODDED AREA 2" MIN.BELOW PAVING SURFACE2"INDIGENOUS SOIL BACKFILLWATER & TAMP TO REMOVE AIR POCKETSREMOVE ALL POT AND ALL PLASTICINDIGENOUS SOIL BACKFILLWATER & TAMP TO REMOVE AIR POCKETSNOTESMAINTAIN TREE IN PLUMB POSITIONTHROUGHOUT THE GUARANTY PERIOD(SEE SPECIFICATIONS).TREE STAKING AND ITS METHOD ARE OPTIONALTO CONTRACTORS. TWO ALTERNATIVES ARESHOWN.3SHRUB PLANTINGNO SCALE5EDGING AT PLANTING BEDNO SCALE4PERENNIAL PLANTINGNO SCALE6SOD AT HARDSCAPE EDGENO SCALE8' STEEL STAKE INSTALL ON THE SIDEOF PREVAILING WIND8' STEEL STAKE INSTALL ON THE SIDEOF PREVAILING WIND2CONIFEROUS TREE PLANTINGNO SCALEUV INHIBITOR-TREATED WHITE EXTERIORWITH BLACK INNER SURFACE7TREE GUARDSNO SCALE3" MIN.- 8" DIAMETER2-PLY CORRUGATED HDPE GUARDS36" MIN.
OR TO FIRST BRANCH
SET BOTTOM FIRMLY IN SOILBACKFILL WITH PLANTING SOIL(SEE LANDSCAPE NOTES)MULCH(SEE LANDSCAPE NOTES)INSTALL PLANTS ACCORDINGTO PLANTING DETAILSMOUND PLANTING AREA ABOVE CURB LEVELREMOVE ANY UNSUITABLE FILL8PLANTING AT PARKING ISLANDNO SCALEpage 91
Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription3IES AR18-30M-MV-NW-5-XX-700 1SINGLEN.A.0.850AR18-30M-MV-NW-5-DB-70012IES AR13-15M-MV-NW-3-DB-700 1SINGLEN.A.0.850AR13-15M-MV-NW-3-DB-700172428CBM1105C-5-30W-4K3-711-xxxIES ES1-48H-MV-NW-W-XX-530 04DOMIA-SY21P1-GAL-3-40W-4K (K6SINGLESINGLESINGLESINGLEN.A.N.A.N.A.N.A.Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. LumensUWLRBUG Rating3IES AR18-30M-MV-NW-5-XX-700 1SINGLE0.850AR18-30M-MV-NW-5-DB-700230610.00B4-U0-G212IES AR13-15M-MV-NW-3-DB-700 1SINGLE0.850AR13-15M-MV-NW-3-DB-700136280.00B2-U0-G2172428CBM1105C-5-30W-4K3-711-xxxIES ES1-48H-MV-NW-W-XX-530 04DOMIA-SY21P1-GAL-3-40W-4K (K6SINGLESINGLESINGLESINGLECalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCalcPts_1IlluminanceFc1.895.160.00N.A.N.A.0.000.00 0.000.00 0.01 0.01 0.010.00 0.01 0.01 0.01 0.02 0.03 0.120.01 0.01 0.01 0.02 0.04 0.12 0.31 0.540.04 0.050.01 0.02 0.04 0.09 0.29 0.64 0.981.451.330.07 0.05 0.05 0.070.06 0.15 0.43 0.84 1.40 2.18 2.72 2.360.28 0.14 0.09 0.09 0.15 0.160.19 0.45 0.91 1.73 2.48 3.45 3.25 3.46 2.25 0.81 0.24 0.18 0.26 0.39 0.31 0.240.36 0.79 1.53 2.46 3.28 2.95 2.68 3.351.750.92 0.69 0.80 0.75 0.61 0.41 0.280.91 1.53 2.57 3.00 3.56 3.32 2.46 1.66 1.61 1.80 1.46 0.99 0.67 0.38 0.290.941.442.26 2.80 2.65 2.63 2.91 2.95 2.86 2.15 1.39 0.84 0.51 0.43 0.550.91 1.19 1.83 2.30 3.47 3.75 3.99 3.51 2.46 1.69 0.92 0.60 0.66 0.89 1.220.42 0.58 0.85 1.21 2.33 3.47 3.11 3.18 3.37 2.46 1.43 0.82 0.61 0.78 1.19 1.85 2.360.75 0.71 0.69 0.96 1.65 2.49 3.91 3.84 3.22 2.68 1.56 0.91 0.60 0.50 0.76 1.48 2.24 3.04 3.621.46 1.50 1.27 1.34 1.49 1.99 2.85 3.14 3.29 2.71 1.64 1.00 0.64 0.33 0.34 0.67 1.35 2.30 3.26 3.20 2.622.52 2.33 2.01 1.90 2.03 2.45 2.71 2.79 2.58 1.65 0.99 0.68 0.29 0.13 0.20 3.59 0.86 1.51 2.65 3.11 3.29 3.643.29 3.55 2.98 2.57 2.30 2.52 2.97 3.04 2.47 2.08 1.38 0.74 0.34 0.16 0.10 0.11 0.25 0.59 0.96 1.62 2.66 3.25 2.99 2.373.12 2.32 3.46 3.10 2.44 2.46 2.88 3.42 3.59 2.95 1.94 1.28 0.73 0.34 0.24 0.15 0.09 0.09 0.25 0.65 0.96 1.51 2.28 2.25 1.89 1.32 0.842.21 3.55 3.11 3.04 2.38 1.68 1.84 2.85 3.79 3.51 3.27 2.62 1.53 1.04 0.66 28.85 0.38 0.16 0.08 0.09 0.25 0.60 0.87 1.40 1.60 1.44 1.27 1.032.62 3.41 3.48 2.80 1.67 1.18 1.03 2.08 3.23 2.40 3.48 3.25 2.41 1.64 1.12 0.77 0.53 0.32 0.14 0.08 0.09 0.26 0.52 0.88 1.20 1.42 1.41 1.271.56 2.41 2.83 2.94 2.18 1.59 1.21 0.88 1.25 2.84 3.29 3.84 3.39 2.76 2.07 1.47 1.14 0.83 0.58 0.32 0.10 0.08 4.22 10.85 0.90 1.25 1.81 1.99 1.750.79 1.37 1.95 2.40 2.52 2.09 1.75 1.29 0.95 0.97 1.33 2.27 3.07 3.16 2.80 2.12 1.64 1.28 1.16 0.94 0.61 0.28 0.14 0.33 0.75 1.12 1.79 2.68 2.67 2.430.59 0.85 1.30 1.68 1.82 1.97 2.03 1.75 1.30 1.07 1.05 1.10 1.32 2.09 2.72 2.52 2.36 2.12 1.78 1.46 1.40 0.99 4.76 11.17 0.67 1.03 1.77 2.80 3.52 3.58 2.930.98 1.12 1.33 1.46 1.83 2.23 2.52 2.39 1.89 1.44 1.22 1.28 1.26 1.73 2.03 2.55 2.89 2.92 2.64 2.19 1.61 1.32 0.93 0.87 1.09 1.68 2.82 3.31 3.06 3.87 2.571.79 1.52 1.51 1.60 1.61 2.16 2.89 3.44 3.37 2.71 1.97 1.51 1.56 1.43 1.31 1.83 2.71 3.56 4.06 3.77 2.88 1.93 1.29 1.18 1.20 1.67 2.44 3.39 3.94 3.33 3.622.70 2.48 2.19 1.92 1.85 1.92 2.58 3.55 4.54 4.45 3.43 2.46 1.83 1.73 1.54 1.29 1.76 2.80 3.98 5.16 4.44 3.22 2.05 1.34 1.27 1.43 1.82 2.54 3.22 4.30 4.51 5.322.91 3.61 3.20 2.54 2.15 1.92 1.93 2.61 3.66 4.73 4.64 3.52 2.49 1.85 1.76 1.52 1.31 1.71 2.62 3.70 4.40 4.04 2.98 1.94 1.33 1.31 1.56 1.80 2.29 3.11 3.78 8.262.56 2.64 3.11 3.24 2.48 1.80 1.70 1.63 2.17 3.04 3.75 3.69 2.91 2.03 1.49 1.54 1.43 1.47 1.64 2.27 2.85 3.23 3.02 2.43 1.70 1.34 1.39 1.53 1.77 2.03 2.48 3.91 10.753.58 3.65 3.50 2.96 1.98 1.98 1.94 1.60 1.82 2.49 2.85 2.78 2.26 1.76 1.51 1.37 1.55 1.88 2.05 1.91 2.17 2.39 2.17 1.87 1.60 1.54 1.44 1.47 1.50 1.62 1.97 2.57 2.452.04 3.09 3.80 3.77 2.98 2.98 3.36 3.39 2.89 2.52 2.56 2.38 2.19 1.87 1.80 2.16 2.29 2.72 3.37 3.30 2.94 2.45 2.25 1.81 1.70 1.58 1.56 1.63 1.47 1.52 1.65 1.54 1.51 1.21 0.800.89 1.73 2.49 3.09 3.40 3.42 4.23 3.47 3.16 4.35 3.63 3.04 2.33 2.01 1.84 2.00 2.77 3.40 3.97 3.04 3.72 4.17 3.27 2.49 1.94 1.59 1.44 1.52 1.57 1.90 2.18 2.34 2.15 1.77 1.44 1.05 0.660.32 0.67 1.13 1.76 2.34 2.65 3.07 3.77 3.49 3.42 4.03 3.23 2.55 1.86 1.60 1.55 1.76 2.47 3.11 3.81 3.22 3.62 3.82 3.02 2.36 1.83 1.57 1.40 1.39 1.81 2.57 3.27 3.57 3.17 2.37 1.55 1.13 0.84 1.100.38 0.73 1.13 1.46 1.92 2.35 2.78 2.86 2.90 2.90 2.46 1.88 1.25 1.03 1.11 1.37 1.95 2.46 2.83 2.85 2.89 2.86 2.43 1.91 1.67 1.62 1.50 1.55 2.11 3.07 4.16 4.70 3.97 2.73 1.72 1.10 1.05 2.07 4.640.35 0.61 0.84 1.08 1.35 1.36 1.46 1.49 1.38 1.32 1.09 0.74 0.69 0.92 1.10 1.19 1.36 1.42 1.50 1.47 1.44 1.50 1.41 1.54 1.74 1.85 1.96 2.44 3.30 4.28 4.92 4.01 2.76 1.74 1.16 1.21 1.64 1.94 1.630.39 1.42 17.63 0.69 0.79 0.82 0.71 0.63 0.52 0.44 0.63 1.11 1.35 0.77 0.74 0.77 0.85 0.81 0.77 0.86 1.08 1.50 2.03 2.61 2.65 2.69 3.23 3.64 3.77 3.27 2.43 1.61 1.28 1.36 1.59 1.88 1.80 1.300.84 1.56 2.48 3.16 3.69 3.17 2.98 2.99 2.71 2.32 1.87 1.49 1.40 1.42 1.63 2.25 2.71 2.72 2.171.51 2.66 3.79 4.31 4.03 3.07 2.47 2.14 1.69 1.45 1.32 1.20 1.26 1.69 2.37 3.23 3.58 3.233.80 3.33 4.05 3.95 2.90 2.19 1.84 1.51 1.22 1.00 0.99 1.53 2.28 3.11 3.22 2.61 3.512.72 3.25 4.30 4.39 3.73 3.01 2.23 1.73 1.36 1.07 1.01 1.19 1.49 2.27 2.84 3.27 3.46 2.631.94 2.78 4.23 4.18 4.09 3.45 2.85 2.37 1.96 1.67 1.29 1.091.28 1.75 2.53 2.54 2.14 1.470.70 1.73 2.70 3.90 4.09 4.17 3.72 3.31 3.07 2.33 1.650.95 1.26 1.67 1.47 1.01 0.660.68 0.89 1.93 3.01 3.62 4.37 3.32 3.17 3.640.68 0.82 0.77 0.62 0.392.90 3.65 3.31 3.150.34 0.37 0.30 0.16 0.070.14 0.12 0.070.040.99 0.831.571.26 0.85 0.87 0.831.451.43 1.27 1.091.171.201.58 1.67 1.89 1.61 1.42 1.40 1.251.72 1.56 1.98 2.42 1.94 1.64 1.31 0.851.63 1.56 1.26 1.70 1.990.81 0.501.12 1.341.111.04 1.39 1.700.400.55 0.95 1.06 0.98 1.080.931.141.03 1.430.97 0.65 0.630.87 1.011.26 0.87 0.53 0.480.65 0.880.99 1.03 0.69 0.38 0.520.50 0.44 0.32 0.60 0.94 0.82 0.700.38 0.25 0.71 1.12 0.900.54 0.800.93 1.07 0.85 0.75 0.781.18 1.46 1.35 0.92 0.84 0.760.361.26 1.57 1.62 1.37 0.93 0.82 0.770.75 1.12 1.43 1.36 1.25 1.17 1.00 1.08 0.960.82 1.30 1.48 1.56 1.65 1.48 1.28 1.33 1.26 0.900.73 1.30 1.65 1.52 1.85 2.31 1.96 1.60 1.40 1.08 0.630.65 1.10 1.64 1.68 1.41 1.88 2.26 1.80 1.50 1.09 0.66 0.320.90 0.69 1.20 1.48 1.34 1.12 1.44 1.83 1.43 0.95 0.60 0.40 0.250.38 0.54 0.98 1.14 0.97 0.99 1.37 1.61 1.21 0.81 0.59 0.47 0.410.35 0.78 0.57 0.88 1.08 1.03 1.27 1.59 1.51 1.17 0.90 0.90 0.67 0.630.77 0.53 0.92 1.04 1.06 1.44 1.45 1.30 1.29 1.12 0.98 0.52 0.590.36 0.56 0.63 0.80 1.10 1.18 0.99 1.11 1.28 0.73 0.43 0.440.47 0.62 0.66 0.44 0.76 0.91 0.82 0.50 0.700.42 0.36 0.27 0.53 1.14 0.86 0.88 0.810.53 0.40 0.85 1.03 0.87 0.75 0.750.51 0.630.09 0.110.05 0.10 0.37 0.44 0.13 0.05 0.030.12 0.08 0.09 0.50 0.56 0.12 0.05 0.040.08 0.34 0.49 0.13 0.05 0.11 0.11 0.06 0.05 0.060.04 0.07 0.40 0.57 0.12 0.04 0.04 0.04 0.04 0.08 0.180.08 0.05 0.03 0.07 0.11 0.05 0.03 0.02 0.03 0.05 0.221.110.310.17 0.27 0.14 0.05 0.03 0.03 0.02 0.02 0.01 0.02 0.02 0.06 0.53 0.170.18 0.36 1.22 0.47 0.07 0.03 0.02 0.01 0.01 0.01 0.01 0.02 0.04 0.11 0.100.15 0.36 1.02 0.49 0.11 0.03 0.02 0.01 0.01 0.01 0.01 0.05 0.13 0.19 0.240.16 0.26 0.30 0.67 0.15 0.05 0.01 0.01 0.01 0.01 0.02 0.08 0.23 0.47 0.62 0.57 0.50 0.460.30 1.09 0.37 0.15 0.04 0.02 0.01 0.01 0.01 0.05 0.14 0.32 0.68 0.981.140.92 0.78 0.840.37 0.36 0.53 0.13 0.06 0.03 0.02 0.01 0.01 0.04 0.16 0.45 0.81 1.19 1.52 1.40 0.98 0.89 0.790.23 0.88 0.69 0.17 0.05 0.03 0.02 0.02 0.01 0.04 0.15 0.35 0.78 1.26 1.56 1.58 1.36 0.91 0.83 0.800.37 0.43 0.27 0.14 0.04 0.03 0.02 0.02 0.02 0.03 0.13 0.44 0.781.111.40 1.35 1.24 1.10 1.061.111.040.12 0.53 0.62 0.14 0.05 0.03 0.03 0.03 0.04 0.05 0.10 0.34 0.81 1.33 1.48 1.601.71 1.511.35 1.34 1.33 0.920.04 0.06 0.12 0.14 0.03 0.02 0.02 0.03 0.05 0.10 0.19 0.29 0.70 1.28 1.681.511.83 2.37 2.02 1.66 1.43 1.06 0.660.08 0.06 0.05 0.05 0.04 0.02 0.02 0.02 0.03 0.07 0.21 0.87 0.70 1.07 1.56 1.65 1.321.742.17 1.791.451.06 0.68 0.330.27 0.18 0.07 0.04 0.03 0.02 0.02 0.02 0.03 0.06 0.18 0.65 0.61 1.081.441.31 1.08 1.35 1.79 1.48 0.96 0.60 0.42 0.280.16 0.88 0.63 0.10 0.04 0.03 0.02 0.02 0.02 0.03 0.05 0.14 0.37 0.49 0.90 1.09 1.01 0.94 1.37 1.61 1.25 0.85 0.67 0.53 0.440.04 0.08 0.22 0.15 0.04 0.04 0.03 0.02 0.02 0.02 0.04 0.08 0.31 0.98 0.60 0.85 1.09 1.04 1.24 1.561.511.25 0.94 0.94 0.71 0.620.05 0.07 0.06 0.06 0.10 0.04 0.03 0.02 0.03 0.04 0.08 0.26 0.61 0.48 0.86 0.99 1.01 1.391.451.28 1.24 1.19 1.02 0.55 0.560.06 0.08 0.18 0.56 0.18 0.08 0.04 0.03 0.03 0.06 0.10 0.16 0.29 0.47 0.55 0.72 0.97 1.13 0.94 1.02 1.21 0.76 0.38 0.450.12 0.27 0.96 0.50 0.21 0.07 0.04 0.04 0.04 0.04 0.06 0.10 0.15 0.24 0.41 0.55 0.59 0.38 0.59 0.91 0.85 0.57 0.730.21 0.36 0.99 0.81 0.31 0.07 0.05 0.04 0.03 0.03 0.03 0.04 0.09 0.23 0.38 0.40 0.23 0.481.110.92 0.87 0.840.27 0.46 0.84 0.73 0.21 0.13 0.05 0.03 0.02 0.02 0.02 0.05 0.16 0.36 0.56 0.45 0.76 1.03 0.85 0.72 0.690.29 0.44 0.51 0.37 0.62 0.10 0.05 0.03 0.02 0.02 0.03 0.12 0.35 0.47 0.47 0.57 0.68 0.61 0.40 0.260.41 0.57 0.75 1.28 0.30 0.10 0.05 0.03 0.02 0.02 0.07 0.15 0.20 0.25 0.28 0.27 0.25 0.16 0.080.90 1.08 0.97 0.26 0.16 0.08 0.05 0.03 0.02 0.02 0.04 0.06 0.09 0.11 0.16 0.16 0.08 0.041.981.540.97 0.37 0.13 0.08 0.05 0.03 0.02 0.02 0.02 0.04 0.10 0.49 0.50 0.12 0.043.18 2.211.450.48 0.18 0.12 0.04 0.02 0.02 0.02 0.02 0.07 0.42 0.41 0.10 0.043.01 2.66 1.36 0.42 0.55 0.10 0.05 0.03 0.02 0.01 0.01 0.07 0.09 0.04 0.032.09 1.14 1.55 0.32 0.08 0.04 0.02 0.02 0.02 0.03 0.04 0.03 0.031.57 0.91 0.28 0.10 0.05 0.03 0.02 0.02 0.03 0.05 0.05 0.050.88 0.47 0.18 0.07 0.04 0.02 0.02 0.05 0.14 0.18 0.120.74 0.42 0.11 0.04 0.02 0.02 0.04 0.36 1.16 0.271.51 0.82 0.13 0.04 0.02 0.02 0.06 0.43 0.67 0.311.03 0.29 0.07 0.03 0.03 0.06 0.40 1.34 0.341.43 0.42 0.14 0.04 0.02 0.06 0.45 0.77 0.301.50 0.42 0.09 0.03 0.02 0.04 0.39 0.88 0.250.24 0.06 0.03 0.03 0.05 0.11 0.13 0.110.12 0.05 0.03 0.03 0.04 0.06 0.07 0.060.04 0.03 0.03 0.04 0.12 0.14 0.110.04 0.03 0.02 0.03 0.35 0.99 0.220.04 0.03 0.03 0.04 0.27 0.47 0.170.06 0.06 0.06 0.08 0.090.32 0.18 0.11 0.07 0.051.32 0.39 0.15 0.080.42 0.17 0.080.35 0.160.300.18 0.25 0.48 0.56 0.45 0.52 0.52 0.45 0.40 0.32 0.35 0.77 1.62 1.850.07 0.08 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.13 0.26 1.10 3.19 5.240.03 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.05 0.08 0.24 1.26 3.70 6.800.02 7.00 6.95 0.03 0.03 0.04 0.04 0.04 0.04 0.07 0.28 1.47 4.34 6.210.02 0.04 0.05 0.05 0.06 0.06 0.06 0.06 0.06 0.09 0.25 1.30 3.84 6.910.03 0.05 0.09 0.12 0.14 0.15 0.14 0.15 0.14 0.15 0.27 1.12 3.32 5.690.04 0.10 0.22 0.39 0.45 0.44 0.43 0.42 0.41 0.37 0.35 0.75 1.74 2.19 1.650.10 0.26 0.84 2.38 2.45 1.93 2.29 1.61 2.01 1.86 0.76 0.60 1.01 1.38 2.03 4.69 5.50 6.08 5.30 5.97 5.71 4.89 2.34 0.94 0.650.34 0.91 2.79 5.47 6.25 6.60 6.85 6.17 6.51 5.77 2.55 1.00 0.75 0.75 1.06 1.77 2.22 2.36 2.34 2.34 2.16 1.76 1.04 0.53 0.420.33 0.74 1.75 2.72 3.37 3.91 3.71 3.90 3.59 3.03 1.81 0.81 0.50 0.34 0.35 0.41 0.45 0.56 0.49 0.51 0.43 0.35 0.28 0.19 0.200.15 0.31 0.59 0.82 1.08 1.28 1.20 1.31 1.15 0.95 0.65 0.36 0.22 0.14 0.11 0.10 0.10 0.12 0.11 0.11 0.09 0.08 0.07 0.07 0.06>>>>>>>>>>>>>>>>>>
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MENU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PAS16001PROJECT NO.C0.1 COVER SHEETA0.1A1.1C1.1 EXISTING CONDITIONSC1.2 DEMOLITION PLANC2.0 OVERALL PUD SITE PLANC2.1 SITE PLANC2.2 ENLARGED SITE PLANC3.1 GRADING PLANC3.2 ENLARGED GRADING PLANC3.3 ENLARGED GRADING PLANC3.4 SWPPP PLANC3.5 EROSION CONTROL PLANC4.1 UTILITY PLANC.4.2 STORMWATER MANAGEMENT PLANC5.1 PRELIMINARY PLATC5.2 FINAL PLATC6.1 DETAILSC6.2 DETAILSC6.3 DETAILSL2.1 LANDSCAPE PLANL2.2 ENLARGED LANDSCAPE PLANL2.3 LANDSCAPE DETAIL08/12/16PERMIT ISSUE08/12/2016NOT FORCONSTRUCTION MENDOTA PLAZAMENDOTA HEIGHTS,MINNESOTASHEETCERTIFICATIONREGISTRATION NO.DATESHEET INDEXREVISIONDATEISSUEPROJECT5320 WEST 23RD STREET, SUITE 205ST. LOUIS PARK, MINNESOTA 55416T 651-646-7901 F 651-646-1389616 LINCOLN AVENUEST. PAUL, MINNESOTA 55102T 651-225-8227 F 651-221-0339D E S I G NCivil Engineering | Landscape Architecture | Construction Services901 N 3rd STREET, SUITE 120MINNEAPOLIS, MN 55401www.elanlab.comp 612.260.7980f 612.260.7990PUD AMENDMENT,PRELIMINARY PLAT,&FINAL PLATRESUBMITTAL06/08/2016CLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634REVISION08/11/161REVISION09/09/16REVISIONDATECLARIFICATION OF BUILDINGAREAS06/13/161UTILITY REVISION06/22/162REVISION06/28/1634PERMIT ISSUE08/12/16REVISION08/31/16E1.1PHOTOMETRIC PLAN1PHOTOMETRIC PLAN1" = 40'page 92
DATE: September 20, 2016
TO: Mayor and City Council
FROM: Kristen Schabacker, Finance Director
Mark McNeill, City Administrator
SUBJECT: Preliminary Levy for 2017
INTRODUCTION
At its September 20th meeting, the City Council is asked to adopt resolutions regarding a
preliminary budget, a special taxing district, and set a preliminary levy for FY 2017.
BACKGROUND
On August 24th and September 6th, the City Council held budget workshops to discuss the
proposed 2017 budget. As a result of those discussions, the following directives were included
in the preliminary 2017 budget:
Personnel/Staffing:
• Added a full time captain position and a part time community service officer in the
Police Department, at an additional annual cost of $182,352. These positions were
recommended by the McGrath Study, and are in the process of being hired in 2016.
• Increased the City’s contribution to the Mendota Heights Fire Relief Association for
firefighter pensions by $500 per firefighter, for a total of $18,000 for FY 2017.
• Approved changing the Engineering Department from project-based, to levy funded.
This reduces the number of employees in the Department from 4.5 FTE’s, to 2.5. It will
mean a net increase of $219,161 to the general fund budget; 50% of that will come from
cell tower revenue in 2017.
• Decreases the Accounting Clerk position from full time, to .6 Full Time Equivalent
(FTE)
• Provides $15,000 for a salary study to prepare the City for the 2018 Pay Equity reporting
requirement.
• Benefits include an increase in contribution to the employee health insurance premiums
by 5%, and a COLA of 2.5%
page 93
Capital Items:
• Includes $100,000 for street seal coat rock, a continuation of last year’s levy amount.
However, a second $100,000 is proposed to be funded through the Water Tower Fund,
rather than included in a future bond.
• While not an impact on the levy, provides for the establishment of a Capital Equipment
Fund in the amount of $315,000, and a Capital Facilities Fund of $330,000, with the
source of that to come from the Water Tower Fund. The establishment of these two
funds was recommended in the Ehlers Financial Plan
• While more permanent solutions to the Fire Station building are studied, $160,000 will be
provided from the Water Tower Fund for short term and safety repairs.
• Purchases a mower for a net cost of $22,800, and a skid steer loader in the amount of
$44,000 for the Public Works Department, and leases three vehicles for the Police
Department.
Budget Increase: The total General Fund budget for 2017 is $8,083,691 which is 8.97%
greater than the 2016 budget. The total city budget for all funds in 2017 is $12,751,022.
Levy Impact: The levy for 2017 will increase by $583,931 from the 2016 levy. This represents
a 7.88% increase over last year. Changes can be made to the preliminary budget prior to the
adoption of the final budget in December; however, the preliminary levy cannot be increased
once it is certified in September. The budget may be increased if funded by sources other than
the property tax levy.
Impact on Residential Properties: Overall, the values for residential properties in Mendota
Heights increased by 1.5% between 2016 and 2017. The proposed 7.88% levy increase will
increase the city portion of property taxes from $1,234.68 in 2016 to $1,331.21 in 2017 for a
home that is valued at $343,050 in 2017. This represents a 7.82% increase in the city portion of
property taxes. Information on the impacts on other sample properties is attached.
Dakota County will send out parcel specific tax statements to the property owners in November.
These will show the change in property taxes for next year, based on the preliminary levy
adopted. The final budget and levy will be discussed and considered for approval at the Council
meeting on Tuesday, December 6, 2016. The final levy needs to be certified to the County no
later than December 28, 2016.
BUDGET IMPACT
Following is a comparison of the proposed levy for 2017, versus the final levy for 2016:
2016 2017
Final Preliminary
General Fund $6,031,954 $6,481,624
Emergency Prep. 25,000 25,000
Fire Relief 108,000 126,000
Infrastructure/Facility Reserve 20,000 20,000
Equipment Reserve 20,000 92,800
page 94
Legal & Contingency 40,000 40,000
Net General Levy $ 6,244,954 $6,785,424
Improvement Bonds $ 822,752 $ 861,795
Equipment Certificates $ 78,427 $ 76,151
Mrkt Value Rfrndm(Par 3 Bonds) $ 240,266 $ 246,960
Special Street Light District $ 20,000 $ 20,000
Net Certified Levy $ 7,406,399 $ 7,990,330
The proposed levy for 2017 reflects a 7.88% increase over the final levy for 2016.
RECOMMENDATION
Each year, the City Council must adopt a preliminary budget and tax levy in September. This
levy is to be certified to Dakota County before September 30th. There are three resolutions for
consideration:
• Adopting the proposed budget for 2017.
• Adopting the preliminary levy to be certified to the county.
• Adopting a levy for the special taxing district. The special taxing district levy affects
only the industrial park properties, and is used to maintain and operate street lights.
We recommend adoption of these resolutions.
ACTION REQUIRED:
If the Council concurs, it should approve the following resolutions:
Resolution 2016-70 “Resolution Adopting 2017 Preliminary Budget”
Resolution 2016-71 “Resolution Approving Proposed 2016 Levy Collectible in 2017”
Resolution 2016-72 “Resolution Approving Final 2016 Tax Levy For Special Taxing
District No. 1 Collectible in 2017”
page 95
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016- 70
RESOLUTION ADOPTING 2017 PRELIMINARY BUDGET
WHEREAS, State Statute requires city council adoption of a proposed
budget for 2017 on or before September 30, 2016; and
WHEREAS, the city council has received and reviewed the city
administrator’s proposed 2017 budget; and
WHEREAS, council recognized that the budget document was prepared
on the basis of a preliminary levy; and
WHEREAS, the final budget and levy will be considered at a council
meeting set for December 6, 2016.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of
Mendota Heights that the city administrator’s proposed 2017 budget appropriates
expenditures in a manner consistent with service level needs and preliminary
levy funding; and
BE IT FURTHER RESOLVED, that council hereby adopts the
administrator’s proposed 2017 budget subject to amendment following budget
and levy hearings and adoption of a final levy. The 2017 proposed budget
reflects $12,751,022 of expenditures for all budgeted funds.
Adopted by the City Council of the City of Mendota Heights this 20th day of
September, 2016.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
By __________________________
Sandra Krebsbach, Mayor
ATTEST
____________________
Lorri Smith, City Clerk
page 96
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016- 71
RESOLUTION APPROVING PROPOSED 2016 LEVY COLLECTIBLE IN 2017
WHEREAS, the state law requires the City of Mendota Heights to certify a tentative tax
levy for 2017 prior to September 30, 2016; and
WHEREAS, the levy may be adjusted prior to December 28, 2016, to an amount not to
exceed the adopted tentative levy.
NOW THEREFORE BE IT RESOLVED, that the city council adopt the following tentative
levy for tax against all taxable property in the City of Mendota Heights for collection in the year
2017:
2017 Preliminary
General Fund 6,481,624
Emergency Preparedness 25,000
Fire Relief 126,000
Infrastructure/Facility Reserve 20,000
Equipment Reserve 92,800
Legal & Contingency Levy ___40,000
Net General Tax Levy $6,785,424
Special Debt Levies
Improvement Bonds 861,795
Equipment Certificates 76,151
Net Levy Debt Service $ 937,946
Market Value Referendum Levy $ 246,960
Street Light District $ 20,000
Preliminary Levy Certified $7,990,330
page 97
BE IT FURTHER RESOLVED that the levy shall be amended following budget hearings
to reflect the adopted city budget.
BE IT FURTHER RESOLVED that the city council will hold a hearing Tuesday,
December 6, 2016 at 7:00 P.M. at their regularly scheduled council meeting for the purpose of
considering the proposed budget and levy. The public is invited to attend the meeting and
speak to the final budget and levy.
Adopted by the City Council of the City of Mendota Heights this 20th day of September, 2016.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
____________________________
Sandra Krebsbach, Mayor
ATTEST
____________________________
Lorri Smith, City Clerk
page 98
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016- 72
RESOLUTION APPROVING FINAL 2016 TAX LEVY FOR SPECIAL TAXING
DISTRICT NO. 1 COLLECTIBLE IN 2017
WHEREAS, the City of Mendota Heights has, by Resolution No. 87-91,
authorized the levy of taxes within Special Tax District No. 1 for the purpose of
paying operating costs of the street lighting system established with said district;
and
WHEREAS, the City of Mendota Heights has determined that the sum of
$20,000 will be required in 2017 for the purpose of paying such operating costs.
NOW THEREFORE BE IT RESOLVED, that the City Council of the City of
Mendota Heights adopt the following levy against all taxable property within said
Special Taxing District No. 1.
Operation and Maintenance costs $20,000
BE IT FURTHER RESOLVED, that any tax exempt property within said
district be billed for services at a comparable rate computed on the assessor’s
market value of such property.
Adopted by the City Council of the City of Mendota Heights this 20th day of
September, 2016.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
By __________________________
Sandra Krebsbach, Mayor
ATTEST
________________________
Lorri Smith, City Clerk
page 99
Net Tax Capacity
Pay 2016 Pay 2017
Actual Preliminary
Tax Capacity Value 22,008,867 22,368,068 1.63%
Fiscal disparaties Contribution (2,494,377) (2,543,440) 1.97%
Net Tax Capacity 19,514,490 19,824,628 1.59%
Tax Capacity Rate
Estimate
Tax levy 7,166,133 7,723,370 7.78%
Fiscal disparities (268,609) (287,612) 7.07%
Net tax levy 6,897,524 7,435,758 7.80%
Net Tax Capacity 19,514,490 19,824,628 1.59%
Tax Capacity Rate 0.35247 0.37508 6.41%
City of Mendota Heights
page 100
Market Value for Residential Properties Increased 1.5% from 2016 to 2017
2017 2017
Home Value Total 2016 Tax City Tax Referendum Total 2017 Tax Difference % Change
221,675$ 809.80$
225,000$ 843.93$ 29.18$ 873.11$ 63.31$ 7.82%
$337,980 $1,234.68
$343,050 $1,286.71 $44.49 $1,331.21 96.53$ 7.82%
$492,611 $1,799.56
$500,000 $1,875.40 $64.85 $1,940.25 140.69$ 7.82%
$689,655 $2,519.38
$700,000 $2,625.56 $90.79 $2,716.35 196.97$ 7.82%
Tax Rates for Mendota Heights
2006 28.027
2007 26.398
2008 24.142
2009 26.165
2010 28.061
2011 29.733
2012 32.057
2013 34.479
2014 34.737
2015 34.964 0.0001511 2015 referendum rate
2016 35.247 0.0001284 2016 referendum rate
2017 37.508 0.0001297
page 101
CITY OF MENDOTA HEIGHTS
2017 BUDGET
BUDGET AND REVENUE SUMMARY
2017
BUDGET 2015 ACTUAL 2016 BUDGET PRELIMINARY BUDGET
GENERAL FUND $6,829,728 $7,418,444 $8,083,691 8.97%
GENERAL FUND CONTINGENCY $32,483 $40,000 $40,000 0.00%
UTILITY FUND $1,751,670 $1,867,358 $2,212,455 18.48%
STORM WATER UTILITY FUND $291,461 $472,887 $387,609 -18.03%
PAR THREE FUND $146,906 $170,568 $161,816 -5.13%
CITY HALL FUND $241,665 $259,117 $316,619 22.19%
EMERGENCY PREPAREDNESS FUND $9,144 $58,739 $44,800 -23.73%
FACILITY/INFRASTUCTURERESERVE FUND $143 $0 $0 0.00%
FIRE RELIEF FUND $180,498 $200,000 $220,000 10.00%
SPECIAL PARK FUND $129,908 $18,125 $46,125 154.48%
DEBT FUND $1,059,982 $1,141,445 $1,184,907 3.81%
EQUIPMENT RESERVE FUND $0 $20,000 $20,000 0.00%
STREETLIGHT MAINTENANCE FUND $39,625 $33,000 $33,000 0.00%
TOTAL BUDGET $10,713,213 $11,699,683 $12,751,022 8.99%
REVENUE
GENERAL FUND $7,372,461 $7,418,444 $8,083,691 8.97%
GENERAL FUND CONTINGENCY $40,000 $40,000 $40,000 0.00%
UTILITY FUND $1,731,917 $1,898,677 $1,935,909 1.96%
STORM WATER UTILITY FUND $147,560 $390,481 $390,481 0.00%
PAR THREE FUND $167,744 $170,250 $171,250 0.59%
CITY HALL FUND $206,341 $216,075 $216,075 0.00%
EMERGENCY PREPAREDNESS FUND $25,292 $25,500 $25,990 1.92%
FACILITY/INFRASTUCTURERESERVE FUND $42,473 $21,200 $20,000 -5.66%
FIRE RELIEF FUND $184,855 $200,000 $220,000 10.00%
SPECIAL PARK FUND $176,792 $1,500 $1,500 0.00%
DEBT FUND $1,059,982 $1,141,445 $1,184,907 3.81%
EQUIPMENT RESERVE FUND/RESERVES $21,020 $20,000 $92,800 0.00%
STREETLIGHT MAINTENANCE FUND $29,939 $20,000 $20,000 0.00%
TOTAL REVENUE $11,206,375 $11,563,572 $12,402,603 7.26%
page 102
CITY OF MENDOTA HEIGHTS
2017 BUDGET
TAX LEVY SUMMARY
2016 2017 % CHANGE
GENERAL FUND $6,031,954 $6,481,624 7.45%
EMERGENCY PREPAREDNESS $25,000 $25,000 0.00%
FIRE RELIEF $108,000 $126,000 16.67%
INFRASTRUCTURE/FACILITY RESERVE $20,000 #REF!#REF!
EQUIPMENT RESERVE $20,000 $92,800 364.00%
LEGAL AND CONTINGENCY $40,000 $40,000 0.00%
GENERAL FUND LEVY $6,244,954 #REF!#REF!
IMPROVEMENT BONDS $822,752 $861,795 4.75%
EQUIPMENT CERTIFICATES $53,765 $52,253 -2.81%
EQUIPMENT CERTIFICATES - DUMP TRUCK $24,662 $23,898 100.00%
TOTAL SPECIAL LEVY $901,179 $937,946 4.08%
MARKET VALUE REFERENDUM LEVY $240,266 $246,960 2.79%
STREETLIGHT TAXING DISTRICT $20,000 $20,000 0.00%
TOTAL TAX LEVY $7,406,399 #REF!#REF!
page 103
GENERAL FUND FUND 01
DEPARTMENT 2014 ACTUAL 2015 ACTUAL 2016 BUDGET 2017 BUDGET % CHANGE
CITY COUNCIL $34,277 $35,087 $34,315 $38,725 12.85%
ADMINISTRATION $851,456 $1,186,774 $1,077,954 $1,048,430 -2.74%
ELECTIONS $52,932 $37,355 $71,699 $47,630 -33.57%
IT $157,854 $133,584 $178,391 $172,128 -3.51%
POLICE $2,973,890 $3,047,733 $3,448,531 $3,769,836 9.32%
FIRE $1,013,549 $420,108 $469,754 $480,189 2.22%
BUILDING OFFICIAL $130,852 $150,348 $149,455 $112,855 -24.49%
PUBLIC WORKS-STREETS $1,206,889 $893,646 $1,023,577 $1,024,397 0.08%
PUBLIC WORKS-PARKS $725,979 $720,039 $757,746 $759,317 0.21%
RECREATION $56,559 $60,952 $38,400 $40,400 5.21%
PLANNING $118,141 $116,049 $131,747 $152,218 15.54%
RECYCLING $23,257 $23,423 $27,875 $39,405 41.36%
ANIMAL CONTROL $4,862 $4,633 $9,000 $9,000 0.00%
ENGINEERING $0 $0 $0 $389,161 100.00%
TOTAL GENERAL FUND $7,350,497 $6,829,729 $7,418,444 $8,083,691 8.97%
GENERAL FUND CONTINGENCY $11,149 $32,483 $40,000 $40,000 0.00%
page 104
GENERAL FUND FUND 01
REVENUE SOURCE 2015 ACTUAL 2015 BUDGET 2016 BUDGET 2017 BUDGET % CHANGE
TAXES
CURRENT TAX LEVY $5,736,818 $5,711,992 $6,031,954 $6,481,624 7.45%
LICENSES AND PERMITS
CIGARETTE LICENSES $2,100 $600 $600 $600 0.00%
RUBBISH LICENSES $1,465 $1,400 $1,400 $1,400 0.00%
DOG LICENSES $1,175 $800 $1,000 $1,000 0.00%
CONTRACTOR LICENSES $16,300 $17,000 $17,000 $17,000 0.00%
LIQUOR LICENSES $32,550 $21,000 $28,500 $30,000 5.26%
BUILDING PERMITS $305,976 $180,000 $225,000 $240,000 6.67%
HEATING PERMITS $37,397 $30,000 $32,000 $32,000 0.00%
PLUMBING PERMITS $20,637 $7,000 $8,000 $16,000 100.00%
WATER PERMITS $80 $50 $50 $50 0.00%
RIGHT OF WAY PERMITS $12,840 $6,500 $10,000 $12,000 20.00%
MASSAGE PERMITS $3,575 $2,000 $2,000 $2,000 0.00%
RENTAL LICENSES $1,125 $3,500 $4,000 $2,000 -50.00%
TOTAL LICENSES AND PERMITS $435,219 $269,850 $329,550 $354,050 7.43%
FINES AND FORFEITS
COURT FINES $38,699 $68,000 $65,000 $60,000 -7.69%
FALSE ALARMS FINES $4,025 $3,500 $3,000 $3,000 0.00%
DOG IMPOUNDING $402 $1,000 $1,000 $1,000 0.00%
TOTAL FINES AND FORFEITS $43,126 $72,500 $69,000 $64,000 -7.25%
CHARGES FOR SERVICES
ACCIDENT REPORTS $0 $0 $0 $0 0.00%
RECREATION PROGRAMS $36,695 $32,000 $38,000 $38,000 0.00%
PARK USE FEES $5,414 $7,000 $5,000 $5,000 0.00%
SOFTBALL LEAGUES $9,312 $11,000 $11,000 $11,000 0.00%
MAPS AND ORDINANCES $9 $0 $0 $0 0.00%
SURCHARGES ($28)$0 $0 $0 0.00%
PLANNING FEES $15,050 $6,500 $10,000 $15,000 50.00%
FIRE CONTRACTS $102,426 $101,067 $107,000 $107,000 0.00%
LILYDALE POLICING $233,352 $229,883 $231,500 $248,436 7.32%
MENDOTA POLICING $75,048 $73,861 $74,500 $68,500 -8.05%
POLICE SECURITY (OFF DUTY OT)$13,995 $18,000 $18,000 $18,000 0.00%
FIRE CALLS $0 $0 $0 $0 0.00%
STREET MAINT. CHARGES $950 $1,000 $1,000 $1,000 0.00%
ASSESSMENT SEARCHES/SPLITS $30 $0 $0 $0 0.00%
ENGINEERING CHARGES $0 $0 $0 $57,000
STREET CHARGES $0 $0 $0 $0 0.00%
FILING FEES $0 $0 $20 $0 -100.00%
LEASE MAINTENANCE CHARGES $3,262 $3,500 $3,000 $3,000 0.00%
TOTAL CHARGES FOR SERVICES $495,515 $483,811 $499,020 $571,936 14.61%
page 105
INTERGOVERNMENTAL
MSA MAINTENANCE $144,614 $130,000 $136,000 $145,000 6.62%
POLICE STATE AID $120,963 $115,000 $118,000 $120,000 1.69%
SCHOOL RESOURCES OFFICER $103,176 $97,000 $99,000 $105,000 6.06%
FEDERAL AND STATE GRANTS $20,975 $6,000 $6,000 $6,000 0.00%
DAKOTA COUNTY GRANT $2,068 $10,000 $10,000 $10,000 0.00%
PERA AID $9,073 $9,070 $9,070 $9,070 0.00%
TOTAL INTERGOVERNMENTAL $400,870 $367,070 $378,070 $395,070 4.50%
MISCELLANEOUS REVENUE
SUNDRY REVENUE $130,145 $5,000 $5,000 $5,000 0.00%
GRAVEL TAX $61 $0 $100 $100 0.00%
DONATIONS $25,519 $0 $0 $0 0.00%
CELL TOWER REVENUE $0 $0 $0 $109,161
INTEREST $30,688 $35,000 $35,000 $32,000 -8.57%
TOTAL MISCELLANEOUS $186,413 $40,000 $40,100 $146,261 264.74%
DAKOTA COUNTY
WASTE MANAGEMENT $15,000 $14,000 $15,000 $15,000 0.00%
TOTAL DAKOTA COUNTY $15,000 $14,000 $15,000 $15,000 0.00%
OTHER REVENUE
UNAPPROPRIATED FUND TRANSFER $99,500 $99,500 $55,750 $55,750 0.00%
TOTAL OTHER REVENUE $99,500 $99,500 $55,750 $55,750 0.00%
TOTAL GENERAL FUND REVENUE $7,412,461 $7,058,723 $7,418,444 $8,083,691 8.97%
page 106
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
CITY COUNCIL
4110 SALARIES-REGULAR $22,592 $22,592 $22,500 $22,500 0.00%
4133 WORKERS COMPENSATION $78 $96 $94 $104 10.64%
4135 FICA $1,728 $1,728 $1,721 $1,721 0.00%
TOTAL HUMAN RESOURCES $24,398 $24,416 $24,315 $24,325 0.04%
4400 CONFERENCES AND SCHOOLS $850 $310 $1,500 $1,500 0.00%
4490 HALLOWEEN BONFIRE $1,902 $1,831 $1,500 $1,500 0.00%
4490 FIREWORKS $4,000 $4,000 $4,000 $7,000 75.00%
4490 SUNDRY EXPENSES $3,127 $4,530 $3,000 $3,000 0.00%
4490 CELL PHONE $0 $0 $0 $1,400 100.00%
TOTAL OTHER CHARGES $9,879 $10,671 $10,000 $14,400 44.00%
4600 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $34,277 $35,087 $34,315 $38,725 12.85%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
CAT OBJ DESCRIPTION
page 107
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
ADMINISTRATION
4110 SALARIES-REGULAR $428,269 $440,181 $456,314 $445,176 -2.44%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $4,000 $4,000 0.00%
4131 INSURANCE $74,601 $82,084 $98,794 $97,905 -0.90%
4133 WORKERS COMPENSATION $5,431 $6,701 $6,875 $7,563 10.01%
4134 PERA $30,052 $31,816 $34,224 $33,388 -2.44%
4135 FICA $32,515 $33,374 $34,908 $34,056 -2.44%
4137 EMPLOYEE ASSISTANCE PROGRAM $1,693 $1,734 $1,700 $1,700 0.00%
4136 FLEX BENEFITS $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $572,560 $595,890 $636,815 $623,788 -2.05%
4200 RENTALS AND LEASES $237 $237 $400 $400 0.00%
4209 CITY HALL OCCUPANCY $61,810 $61,810 $64,900 $65,000 0.15%
4210 TELEPHONE $5,968 $5,947 $6,200 $6,200 0.00%
4220 CITY ATTORNEY $7,342 $9,506 $12,000 $13,000 8.33%
4220 AUDITOR $18,750 $19,102 $20,600 $20,600 0.00%
4220 CODIFIER-LINK TO CITY CODE $500 $500 $600 $600 0.00%
4220 CODIFICATION SERVICES $2,182 $3,388 $2,500 $3,300 32.00%
4220 PROF SERVICES - JOB EVALUATION $0 $0 $0 $15,000 100.00%
4220 MNET ACCESS $1,369 $1,332 $0 $0 0.00%
4220 STAFF TRAINING $0 $0 $2,250 $2,250 0.00%
4220 SAFETY TRAINING $350 $400 $2,400 $2,400 0.00%
4220 COUNCIL RECORDING SERVICES $2,887 $2,859 $3,000 $3,750 25.00%
4220 CHECK PROTECTION SERVICE $2,490 $2,490 $0 $0 0.00%
4220 RECORDS MANAGEMENT $11,783 $0 $0 $0 0.00%
4220 MISCELLANEOUS $1,337 $1,509 $8,342 $8,400 0.70%
4221 RETAINER-CITY ATTORNEY $4,700 $4,800 $5,000 $5,000 0.00%
4221 RETAINER-CITY ENGINEER $13,500 $13,500 $13,500 $0 -100.00%
4240 LEGAL PUBLICATIONS $1,731 $1,252 $1,800 $1,800 0.00%
4250 LIABILITY AND AUTO INSURANCE $67,054 $70,241 $86,000 $85,000 -1.16%
4268 NEWSLETTER $6,398 $7,403 $8,000 $8,000 0.00%
TOTAL CONTRACTUAL SERVICES $210,388 $206,276 $237,492 $240,700 1.35%
4300 OFFICE SUPPLIES $6,209 $5,918 $6,500 $6,500 0.00%
4301 COMPUTER SOFTWARE $0 $1,431 $0 $1,000 100.00%
4306 RECRUITMENT COSTS $15 $573 $0 $500 100.00%
4318 POSTAGE $2,249 $2,383 $2,300 $2,400 4.35%
4320 FUEL $0 $253 $0 $250 100.00%
4330 EQUIPMENT REPAIR $1,935 $3,256 $2,000 $3,000 50.00%
4330 SOFTWARE MAINTENANCE $1,980 $1,980 $0 $1,980 100.00%
4331 MISCELLANEOUS FURNITURE/EQUIP $0 $1,099 $0 $500 100.00%
TOTAL COMMODITIES $12,388 $16,893 $10,800 $16,130 49.35%
CAT OBJ DESCRIPTION
page 108
4400 CONFERENCES AND SCHOOLS $5,377 $5,145 $7,750 $9,000 16.13%
4402 BOOKS AND SUBSCRIPTIONS $0 $0 $100 $100 0.00%
4404 MEMBERSHIP DUES $15,884 $15,870 $17,500 $18,500 5.71%
4415 MILEAGE AND AUTO ALLOWANCE $2,297 $2,262 $3,000 $3,000 0.00%
4437 CREDIT CARD FEES $2,626 $2,921 $2,600 $3,000 15.38%
4480 CONTINGENCY $26,729 $74,104 $58,685 $65,000 10.76%
WSP ICE ARENA CONTRIBUTION $0 $277,667 $65,212 $65,212 0.00%
4490 SUNDRY EXPENSE $3,207 $4,156 $2,000 $4,000 100.00%
TOTAL OTHER CHARGES $56,120 $382,125 $156,847 $167,812 6.99%
4600 CAPITAL OUTLAY $0 $0 $36,000 $0 -100.00%
TOTAL CAPITAL OUTLAY $0 $0 $36,000 $0 0.00%
TOTAL EXPENDITURES $851,456 $1,201,184 $1,077,954 $1,048,430 -2.74%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
page 109
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
ELECTIONS
4110 SALARIES-REGULAR $20,593 $21,638 $22,838 $24,290 6.36%
4115 SALARIES-OVERTIME $1,460 $0 $2,000 $0 -100.00%
4125 SALARIES-ELECTION JUDGES $15,048 $0 $16,500 $0 -100.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $3,631 $3,630 $6,098 $6,405 5.03%
4134 PERA $1,597 $1,618 $1,863 $1,822 -2.20%
4135 FICA $1,644 $1,623 $1,900 $1,858 -2.21%
TOTAL HUMAN RESOURCES $43,973 $28,509 $51,199 $34,375 -32.86%
4220 CONSULTING FEES $2,117 $0 $2,200 $0 -100.00%
4240 LEGAL PUBLICATIONS $320 $0 $350 $0 -100.00%
TOTAL CONTRACTUAL SERVICES $2,436 $0 $2,550 $0 100.00%
4300 OFFICE SUPPLIES $536 $0 $550 $0 -100.00%
4318 POSTAGE $797 $0 $850 $0 -100.00%
4330 DAKOTA COUNTY SHARED EQUIPMENT $1,665 $8,731 $3,075 $8,730 183.90%
4330 BALLOT COUNTER MAINTENANCE $0 $0 $0 $2,375 100.00%
TOTAL COMMODITIES $2,997 $8,731 $4,475 $11,105 100.00%
4415 MILEAGE AND AUTO ALLOWANCE $223 $115 $250 $150 -40.00%
4490 SUNDRY EXPENSE $3,302 $0 $2,300 $0 -100.00%
4490 10 NEW VOTING BOOTHS $0 $0 $2,000 $2,000 0.00%
TOTAL OTHER CHARGES $3,525 $115 $4,550 $2,150 -52.75%
4600 CAPITAL OUTLAY $0 $0 $8,925 $0 -100.00%
TOTAL CAPITAL OUTLAY $0 $0 $8,925 $0 100.00%
TOTAL EXPENDITURES $52,932 $37,355 $71,699 $47,630 -33.57%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
CAT OBJ DESCRIPTION
page 110
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
IT
4110 SALARIES-REGULAR $75,643 $39,475 $39,297 $38,205 -2.78%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4110 IT STAFF POSITION $0 $0 $15,000 $15,000 0.00%
4131 INSURANCE $8,432 $3,528 $7,841 $8,235 5.02%
4134 PERA $5,494 $2,961 $2,947 $2,865 -2.78%
4135 FICA $5,727 $2,960 $3,006 $2,923 -2.76%
TOTAL HUMAN RESOURCES $95,296 $48,924 $68,091 $67,228 -1.27%
4210 TELEPHONE $50 $2,378 $1,680 $2,000 19.05%
4220 WEBSITE COSTS $1,150 $6,595 $0 $1,200 100.00%
CITY ENGINEER $1,212 $52 $1,000 $0 -100.00%
LOGIS SUPPORT $4,784 $7,996 $5,000 $5,000 0.00%
WEB SERVICES $0 $1,200 $1,500 $1,500 0.00%
OTHER $238 $0 $750 $750 0.00%
TOTAL CONTRACTUAL SERVICES $7,434 $18,221 $9,930 $10,450 5.24%
4301 COMPUTER SOFTWARE AND HARDWARE
TREND LICENSES $2,178 $2,314 $2,500 $4,500 80.00%
OFFICE SUBSCRIPTION/OFFICE 365 $7,933 $7,933 $15,500 $16,000 3.23%
COMPUTERS - ADMIN $7,155 $2,639 $4,500 $5,000 11.11%
COMPUTER - FIRE/CAD $1,657 $1,706
WIRELESS CONTROLLER $6,000 $8,000 33.33%
SECURITY CAMERAS $1,555 $10,000 $10,000 0.00%
BACKUPS/SOFTWARE $5,315 $3,500 $3,500 0.00%
AIRWATCH $4,140 $2,760 $2,700 $2,700 0.00%
MISC HARDWARE & SOFTWARE $7,043 $14,275 $1,000 $1,000 0.00%
LASERFICHE $1,809 $8,504 $9,300 $9,900 6.45%
ADDITIONAL LASERFICHE LICENSES $1,680 $1,600 $0 -100.00%
COMPUTER SOFTWARE - ADMIN $2,100 $2,100 0.00%
ADOBE ACROBAT/PHOTOSHOP $700 $700 0.00%
FIRE TECHNOLOGY NEEDS ASSESSMENT $15,000 $0 -100.00%
ADMIN - PRINTER $600 $0 -100.00%
WINDOWS SERVER 2012/WINDOWS CAL $1,797 $2,550 $2,100 $2,100 0.00%
EXCHANGE CALS $1,000 $1,000 0.00%
BATTERY BACKUPS $943 $1,000 $1,000 0.00%
OTHER $1,132 $2,000 $2,000 0.00%
NETWORK SWITCHES $6,611
TOTAL COMMODITIES $39,028 $54,602 $81,100 $69,500 -14.30%
4400 CONFERENCES AND TRAINING $609 $2,081 $4,000 $4,000 0.00%
4402 BOOKS AND SUBSCRIPTIONS $0 $0 $600 $600 0.00%
4404 MEMBERSHIP DUES $290 $0 $0 $0 0.00%
4415 MILEAGE AND AUTO ALLOWANCES $0 $105 $350 $350 0.00%
4490 SUNDRY EXPENSE $0 $0 $0 $0 0.00%
TOTAL OTHER CHARGES $899 $2,186 $4,950 $4,950 0.00%
4600 CAPITAL OUTLAY $15,198 $9,651 $16,000 $20,000 25.00%
TOTAL CAPITAL OUTLAY $15,198 $9,651 $16,000 $20,000 25.00%
TOTAL EXPENDITURES $157,854 $133,584 $180,071 $172,128 -4.41%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
SERVER $12,000
BACKUP TAPE DRIVE $8,000
CAT OBJ DESCRIPTION
page 111
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
POLICE
4110 SALARIES-REGULAR/PATROL $946,241 $988,981 $938,353 $992,344 5.75%
4110 SALARIES-REGULAR/ADMINISTRATION $543,473 $512,569 $734,552 $871,278 18.61%
4115 SALARIES-OVERTIME/PATROL $84,022 $61,166 $90,500 $90,500 0.00%
4130 SALARIES-TEMPORARY $7,014 $10,344 $10,400 $10,400 0.00%
4131 INSURANCE $283,267 $308,280 $374,616 $439,200 17.24%
4133 WORKERS COMPENSATION $65,314 $83,421 $85,000 $93,500 10.00%
4134 PERA/PATROL $152,958 $169,990 $166,674 $172,550 3.53%
4134 PERA/ADMINISTRATION $77,403 $71,099 $105,900 $128,063 20.93%
4135 FICA/PATROL $15,568 $16,498 $15,714 $17,595 11.97%
4135 FICA/ADMINISTRATION $13,331 $16,178 $19,984 $21,958 9.88%
TOTAL HUMAN RESOURCES $2,188,593 $2,238,526 $2,541,693 $2,837,388 11.63%
4200 RENTALS AND LEASES $52,556 $57,666 $63,812 $63,812 0.00%
4209 CITY HALL OCCUPANCY $72,460 $72,460 $76,083 $76,083 0.00%
4210 TELEPHONE $15,683 $18,148 $21,920 $24,480 11.68%
4220 POST LICENSE RENEWALS $585 $720 $180 $630 250.00%
4220 ATTORNEY FEES $4,937 $2,852 $4,000 $4,000 0.00%
4220 OTHER PROFESSIONAL SERVICES $9,309 $1,667
4222 PROSECUTIONS $64,272 $70,692 $70,692 $70,692 0.00%
4223 OTHER CONTRACTUAL SERVICES
DCC CAPITAL PURCHASES $735 $0 $10,500 $9,580 -8.76%
BCA DEPARTMENT ACCESS CHARGE $0 $0 $1,080 $1,080 0.00%
BCA MOBILE ACCESS CHARGE $2,880 $2,880 $2,880 $3,000 4.17%
PRO PHOENIX RMS $13,824 $21,472 $21,300 $22,801 7.05%
AIRCARD/NETMOTION $3,346 $2,696 $3,000 $3,000 0.00%
LOGIS-APS TICKET WRITER $0 $0 $2,134 $2,288 7.22%
LOGIS-APPLICATION SUPPORT $27,264 $29,412 $18,653 $19,874 6.55%
LOGIS-SYSTEM DEVELOPMENT $1,492 $1,548 $1,548 $1,548 0.00%
LOGIS INET $446 $0 $10,188 $10,492 2.98%
LOGIS ANY CONNECT/MAPS $0 $0 $1,650 $1,650 0.00%
LEASE LINE MN OFFICE TECH GROUP $1,504 $1,538 $3,360 $5,796 72.50%
CJIIN $9,238 $9,543 $14,000 $14,000 0.00%
INT. ASSOCIATION OF POLICE CHIEFS $0 $0 $850 $850 0.00%
AUTOMATED PAWN $204 $204 $250 $205 -18.00%
LEXISNEXIS $718 $902 $2,200 $2,200 0.00%
LANGUAGE LINE - INTERPRETER SVCS $55 $14 $500 $500 0.00%
OTHER CONTRACTUAL SERVICES $345 $368 $4,000 $4,000 0.00%
LOGIS PS ASSESSMENT $42,770 $0 $0 $0 0.00%
ELECTRONIC CRIMES TASK FORCE $0 $15,000 $15,000 $15,000 0.00%
4275 DCC ANNUAL RADIO FEE $10,359 $8,632 $12,380 $10,360 -16.32%
4275 DCC ANNUAL FEE $201,805 $210,181 $200,320 $207,269 3.47%
RADIO MAINTENANCE AGREEMENT $1,075 $1,550 $1,800 $1,559 -13.39%
TOTAL CONTRACTUAL SERVICES $537,863 $530,145 $564,280 $576,749 2.21%
4300 OFFICE SUPPLIES $4,324 $5,908 $5,000 $5,000 0.00%
4301 COMPUTER SOFTWARE $5,526 $33,521 $25,684 $23,955 -6.73%
4305 OPERATING SUPPLIES $20,052 $8,581 $49,570 $46,685 -5.82%
CAT OBJ DESCRIPTION
page 112
4305 POLICE RESERVES $3,805 $5,156 $3,000 $4,000 33.33%
4306 RECRUITMENT COSTS $9,845 $12,585 $4,000 $4,910 22.75%
4318 POSTAGE $754 $391 $1,000 $1,000 0.00%
4320 GAS AND OIL $47,363 $33,414 $60,000 $60,000 0.00%
4330 EQUIPMENT REPAIR/GENERAL #REF!$33,325 $25,000 $25,000 0.00%
4330 EQUIPMENT REPAIR/COPIER $1,697 $0 $0 $0 0.00%
4330 EQUIPMENT REPAIR/CAR SET UP $13,236 $17,575 $17,500 $30,000 71.43%
4331 MISCELLANEOUS FURNITURE/EQUIP $10,966 $10,773 $17,000 $17,000 0.00%
TOTAL COMMODITIES #REF!$161,229 $207,754 $217,550 4.72%
4400 CONFERENCES AND SCHOOLS $22,413 $27,723 $34,500 $39,000 13.04%
4402 BOOKS AND SUBSCRIPTIONS $0 $0 $500 $500 0.00%
4404 MEMBERSHIP DUES $9,525 $10,319 $11,019 $11,149 1.18%
4410 CLOTHING AND EQUIPMENT $12,643 $15,826 $25,000 $25,000 0.00%
4415 MILEAGE AND AUTO ALLOWANCE $1,567 $1,675 $1,500 $1,000 -33.33%
4430 CAR WASHES $4,000 $4,000 $5,500 $4,400 -20.00%
4490 SUNDRY EXPENSE $3,034 $4,662 $4,500 $4,500 0.00%
4490 SHREDDING $434 $460 $600 $600 0.00%
TOTAL OTHER CHARGES $53,615 $64,665 $83,119 $86,149 3.65%
4610 CAPITAL OUTLAY $0 $53,166 $51,685 $52,000 0.61%
TOTAL CAPITAL OUTLAY $0 $53,166 $51,685 $52,000 0.61%
TOTAL EXPENDITURES #REF!$3,047,731 $3,448,531 $3,769,836 9.32%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
CAPTAIN SQUAD $43,500 $15,000
INVESTIGATOR SQUAD $35,500 $12,000
CHIEF SQUAD $43,500 $15,000
BODY CAMERAS $45,000 $10,000
25 PORTABLE RADIOS $111,019 EQUIP RESERVE FUNDING AVAILABLE
page 113
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
FIRE
4110 SALARIES-REGULAR/ADMIN $40,764 $45,777 $71,483 $73,040 2.18%
4110 SALARIES-REGULAR/FIREFIGHTERS $159,815 $140,431 $148,804 $152,524 2.50%
4131 INSURANCE $4,176 $4,566 $5,227 $5,490 5.03%
4132 INSURANCE-LONG TERM DISABILITY $2,936 $2,891 $3,000 $3,000 0.00%
4133 WORKERS COMPENSATION $20,706 $28,805 $29,375 $32,313 10.00%
4134 PERA/ADMIN $2,972 $3,445 $3,498 $3,568 2.00%
4135 FICA/ADMIN $3,057 $3,492 $5,469 $5,587 2.16%
4135 FICA/FIREFIGHTERS $3,933 $3,765 $2,158 $2,212 2.50%
TOTAL HUMAN RESOURCES $238,359 $233,172 $269,014 $277,734 3.24%
4200 RENTALS AND LEASES $26 $26 $300 $300 0.00%
4210 TELEPHONE $4,161 $4,724 $3,850 $4,800 24.68%
4211 ELECTRICAL SERVICE $8,435 $7,928 $9,300 $9,000 -3.23%
4212 GAS SERVICE $7,320 $4,510 $7,200 $6,500 -9.72%
PROFESSIONAL SERVICES
4220 AUDIT $6,300 $6,550 $6,400 $6,700 4.69%
4220 LEGAL $249 $938 $2,000 $2,000 0.00%
4220 OTHER PROFESSIONAL SERVICES $0 $9,925 $1,000 $1,000 0.00%
4240 LEGAL PUBLICATIONS $0 $49 $0 $0 0.00%
4244 MEDICAL EXAMS $5,955 $4,187 $5,000 $5,250 5.00%
4268 SNOWPLOW FIREFIGHTER DRIVEWAYS $7,991 $3,931 $6,500 $6,500 0.00%
4268 DEPARTMENT REPORT PRINTING $2,823 $2,693 $3,500 $3,500 0.00%
4268 SCBA MASK FIT TESTING $713 $851 $950 $950 0.00%
4268 AERIAL PUMP TESTING $1,238 $450 $1,500 $1,500 0.00%
4268 OTHER CONTRACT SERVICES $0 $0 $3,200 $3,500 9.38%
4275 DCC ANNUAL FEE $6,635 $7,343 $7,000 $6,515 -6.93%
4275 DCC RADIO FEE $7,839 $6,532 $6,700 $9,800 46.27%
4280 RUBBISH COLLECTION $561 $478 $800 $800 0.00%
TOTAL CONTRACTUAL SERVICES $60,245 $61,115 $65,200 $68,615 5.24%
4300 OFFICE SUPPLIES $970 $665 $1,700 $1,700 0.00%
4301 COMPUTER SOFTWARE $967 $6,584 $3,040 $6,040 98.68%
4301 COMPUTER HARDWARE $300 $0 $5,400 $5,400 0.00%
4305 OPERATING SUPPLIES
BOOTS/BUNKERPANTS/COATS $13,447 $15,555 $16,000 $17,000 6.25%
HOSE/NOZZELS/FITTINGS $1,260 $0 $6,000 $6,000 0.00%
MISCELLANEOUS OPERATING SUPPLIES $13,319 $9,764 $15,300 $15,600 1.96%
4318 POSTAGE $785 $829 $600 $600 0.00%
4320 GAS AND OIL $7,421 $4,611 $7,500 $7,500 0.00%
4330 EQUIPMENT REPAIR
COPIER MAINTENANCE $517 $638 $900 $900 0.00%
RADIO REPAIRS AND MAINTENANCE $945 $518 $800 $800 0.00%
APPARATUS REPAIRS AND MAINTENANCE $26,867 $28,063 $18,000 $22,000 22.22%
SCBA SERVICE $0 $0 $3,500 $3,500 0.00%
OTHER REPAIRS AND MAINTENANCE $0 $0 $1,800 $1,800 0.00%
4331 EQUIPMENT $0 $0
4335 BUILDING MAINTENANCE $8,820 $16,254 $16,200 $16,200 0.00%
TOTAL COMMODITIES $75,617 $83,481 $96,740 $105,040 8.58%
CAT OBJ DESCRIPTION
page 114
4400 CONFERENCES AND SCHOOLS $9,551 $3,817 $15,000 $15,000 0.00%
4402 BOOKS AND SUBSCRIPTIONS $935 $281 $1,400 $1,400 0.00%
4403 TRAINING EXPENSES
TRAINING $9,468 $3,921 $4,000 $4,000 0.00%
FIRE PREVENTION $2,536 $1,816 $3,000 $3,000 0.00%
4404 MEMBERSHIP DUES $1,355 $833 $1,400 $1,400 0.00%
4415 MILEAGE $0 $128 $500 $500 0.00%
4425 WATER SERVICE $1,408 $1,445 $2,500 $2,500 0.00%
4490 SUNDRY EXPENSE $1,168 $1,286 $1,000 $1,000 0.00%
TOTAL OTHER CHARGES $26,421 $13,527 $28,800 $28,800 0.00%
4630 CAPITAL OUTLAY $612,907 $28,815 $10,000 $0 -100.00%
TOTAL CAPITAL OUTLAY $612,907 $28,815 $10,000 $0 100.00%
TOTAL EXPENDITURES $1,013,549 $420,110 $469,754 $480,189 2.22%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
PORTABLE RADIOS $80,000 EQUIPMENT RESERVE FUNDING AVAILABLE
page 115
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
BUILDING OFFICIAL
4110 SALARIES-REGULAR -$462 $0 $0 $0 0.00%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4131 INSURANCE $0 $0 $0 $0 0.00%
4133 INSURANCE-WORKERS COMPENSATION $570 $189 $0 $0 0.00%
4134 PERA $0 $0 $0 $0 0.00%
4135 FICA $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $108 $189 $0 $0 0.00%
4209 CITY HALL OCCUPANCY COSTS $11,100 $11,100 $11,655 $11,655 0.00%
4210 TELEPHONE $5,053 $5,208 $5,150 $5,150 0.00%
4220 PROFESSIONAL SERVICES $1,563 $446
CITY ATTORNEY $300 $1,463 $500 $1,500 200.00%
CITY ENGINEER/GOPHER ONE $29,636 $40,617 $35,000 $0 -100.00%
4221 RETAINER-CITY ENGINEER $7,500 $7,500 $7,500 $0 -100.00%
4231 CONTRACTED INSPECTIONS $70,450 $77,888 $85,800 $89,700 4.55%
4240 LEGAL PUBLICATION $0 $49 $0 $0 0.00%
TOTAL CONTRACTUAL SERVICES $125,602 $144,271 $145,605 $108,005 -25.82%
4300 OFFICE SUPPLIES $1,242 $1,517 $1,250 $1,250 0.00%
4305 OPERATING SUPPLIES $332 $700 $350 $350 0.00%
4318 POSTAGE $913 $1,015 $875 $875 0.00%
4320 GAS AND OIL $862 $258 $0 $0 0.00%
4330 VEHICLE MAINTENANCE $159 $223 $0 $0 0.00%
TOTAL COMMODITIES $3,508 $3,713 $2,475 $2,475 0.00%
4400 CONFERENCES AND TRAINING $0 $0 $500 $500 0.00%
4402 BOOKS AND SUBSCRIPTIONS $0 $401 $250 $250 0.00%
4404 MEMBERSHIP DUES $125 $125 $125 $125 0.00%
4490 SUNDRY EXPENSES $1,509 $1,650 $500 $1,500 200.00%
TOTAL OTHER CHARGES $1,634 $2,176 $1,375 $2,375 72.73%
4620 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $130,852 $150,349 $149,455 $112,855 -24.49%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
CAT OBJ DESCRIPTION
page 116
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
PW - STREETS
4110 SALARIES-REGULAR $308,189 $306,450 $328,320 $335,010 2.04%
4115 SALARIES-OVERTIME $25,068 $15,473 $22,375 $22,375 0.00%
4130 SALARIES-TEMPORARY $0 $7,603 $5,000 $5,000 0.00%
4131 INSURANCE $73,537 $91,590 $93,044 $97,722 5.03%
4133 WORKERS COMPENSATION $25,512 $33,788 $34,375 $37,813 10.00%
4134 PERA $25,420 $23,315 $26,302 $26,804 1.91%
4135 FICA $27,734 $25,446 $27,211 $27,723 1.88%
TOTAL HUMAN RESOURCES $485,460 $503,665 $536,627 $552,447 2.95%
4200 RENTALS AND LEASES $5,059 $7,545 $5,500 $5,500 0.00%
4210 TELEPHONE $1,674 $4,252 $1,500 $1,500 0.00%
4211 ELECTRICAL-STREET LIGHTS $20,061 $20,280 $22,000 $22,000 0.00%
4211 ELECTRICAL-PUBLIC WORKS GARAGE $4,458 $3,268 $4,250 $4,250 0.00%
4211 ELECTRICAL-TRAFFIC SIGNALS $3,512 $3,888 $3,500 $3,500 0.00%
4212 GAS SERVICE $7,747 $3,400 $7,750 $7,750 0.00%
4220 PROFESSIONAL SERVICES $614 $1,374 $1,200 $1,200 0.00%
4220 ENGINEERING FEES $14,739 $16,860 $15,000 $0 -100.00%
4220 CITY ATTORNEY $0 $411 $600 $600 0.00%
4221 RETAINER-CITY ENGINEER $5,000 $5,000 $5,000 $0 -100.00%
4224 LABOR NEGOTIATIONS $0 $0 $0 $0 0.00%
4240 LEGAL PUBLICATIONS $69 $310 $0 $0 0.00%
4280 RUBBISH REMOVAL $2,902 $2,108 $3,000 $3,000 0.00%
TOTAL CONTRACTUAL SERVICES $65,833 $68,696 $69,300 $49,300 -28.86%
4300 OFFICE SUPPLIES $698 $537 $600 $600 0.00%
4305 OPERATING SUPPLIES $13,770 $17,702 $12,500 $12,500 0.00%
4306 RECRUITMENT COSTS $510 $765 $0 $0 0.00%
4318 POSTAGE $409 $48 $50 $50 0.00%
4320 GAS AND OIL $30,031 $20,529 $32,500 $32,500 0.00%
4330 EQUIPMENT REPAIR $65,105 $49,535 $30,000 $30,000 0.00%
4331 MISC OFFICE/COMPUTER EQUIPMENT $0 $92 $1,000 $1,000 0.00%
4335 PUBLIC WORKS GARAGE MAINTENANCE
BUILDING MAINTENANCE $2,048 $3,971 $3,000 $3,000 0.00%
CUSTODIAL SERVICES $1,451 $1,926 $1,750 $1,750 0.00%
4336 SNOW REMOVAL DAMAGE REPAIR $1,614 $1,857 $5,000 $5,000 0.00%
4340 STORM DAMAGE $0 $274 $0 $0 0.00%
TOTAL COMMODITIES $115,636 $97,236 $86,400 $86,400 0.00%
4400 CONFERENCES AND SCHOOLS $305 $680 $1,200 $1,200 0.00%
4404 MEMBERSHIP DUES $191 $94 $150 $150 0.00%
4410 CLOTHING AND EQUIPMENT $2,130 $2,578 $1,800 $1,800 0.00%
4415 MILEAGE AND AUTO ALLOWANCE $111 $299 $100 $100 0.00%
4420 STREET SIGNS AND POSTS $12,832 $5,579 $9,500 $9,500 0.00%
4421 SAND AND SALT $155,311 $133,998 $135,000 $135,000 0.00%
4422 STREET MAINTENANCE MATERIAL $18,806 $24,860 $25,000 $25,000 0.00%
4423 CRACK SEALING/CHIP SEALING $251,383 $0 $100,000 $100,000 0.00%
4424 STREET SWEEPTING AND STRIPING $31,110 $35,115 $32,000 $32,000 0.00%
4425 WATER SERVICE-PUBLIC WORKS $215 $240 $250 $250 0.00%
4426 BONFIRE CLEAN UP $1,049 $2,406 $1,000 $1,000 0.00%
4490 SUNDRY EXPENSE $488 $343 $250 $250 0.00%
4500 TREE REMOVAL $14,535 $16,081 $25,000 $30,000 20.00%
CAT OBJ DESCRIPTION
page 117
TOTAL OTHER CHARGES $488,466 $222,273 $331,250 $336,250 1.51%
4620 CAPITAL OUTLAY $51,494 $1,777 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $51,494 $1,777 $0 $0 0.00%
TOTAL EXPENDITURES $1,206,889 $893,647 $1,023,577 $1,024,397 0.08%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
S650 BOBCAT SKID-STEER LOADER $44,000
page 118
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
PW - PARKS
4110 SALARIES-REGULAR $249,582 $259,058 $263,292 $270,914 2.89%
4115 SALARIES-OVERTIME $17,877 $13,475 $10,000 $10,000 0.00%
4130 SALARIES-TEMPORARY $57,529 $57,004 $45,000 $55,000 22.22%
4131 INSURANCE $58,205 $54,561 $72,658 $76,311 5.03%
4133 WORKERS COMPENSATION $10,114 $13,523 $13,750 $15,125 10.00%
4134 PERA $18,655 $20,037 $20,497 $21,069 2.79%
4135 FICA $26,236 $26,818 $24,349 $25,698 5.54%
4138 UNENPLOYMENT INSURANCE $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $438,199 $444,476 $449,546 $474,117 5.47%
4200 RENTALS AND LEASES $8,946 $9,041 $8,500 $8,500 0.00%
4210 TELEPHONE $3,383 $3,566 $3,500 $3,500 0.00%
4211 ELECTRICAL-PW/WARMING HOUSES $3,859 $3,268 $4,000 $4,000 0.00%
4211 ELECTRICAL-COMF. STAT./AERATOR $6,202 $5,411 $5,500 $5,500 0.00%
4212 GAS SERVICE $9,267 $4,503 $8,000 $8,000 0.00%
4220 PROFESSIONAL SERVICES $4,870 $671
ENGINEERING $7,032 $5,576 $7,500 $0 -100.00%
CITY ATTORNEY $75 $563 $0 $0 0.00%
HR TRAINING/TESTING $525 $400 $500 $500 0.00%
4221 RETAINER-CITY ENGINEER $4,000 $4,000 $4,000 $0 -100.00%
4240 LEGAL PUBLICATION $0 $240 $0 $0 0.00%
4268 OTHER CONTRACT SERVICES
PARK MAINTENANCE $20,731 $19,180 $20,000 $20,000 0.00%
CITY NEWSLETTER $2,582 $2,394 $2,500 $2,500 0.00%
4280 RUBBISH REMOVAL $2,440 $1,572 $2,500 $2,500 0.00%
TOTAL CONTRACTUAL SERVICES $73,913 $60,385 $66,500 $55,000 -17.29%
4300 OFFICE SUPPLIES $1,084 $1,696 $1,250 $1,250 0.00%
4305 OPERATING SUPPLIES $16,405 $21,217 $13,000 $13,000 0.00%
4306 RECRUITMENT COSTS $0 $0 $0 $0 0.00%
4318 POSTAGE $102 $107 $150 $150 0.00%
4320 GAS AND OIL $18,402 $13,926 $19,000 $19,000 0.00%
4330 EQUIPMENT REPAIRS AND MAINTENANCE
EQUIPMENT REPAIRS/MAINTENANCE $26,277 $37,833 $30,000 $30,000 0.00%
RECREATION ROCK $1,249 $0 $2,500 $2,500 0.00%
WEED CONTROL $2,609 $0 $0 $0 0.00%
CHEMICALS AND FERTILIZER $9,345 $5,845 $14,000 $14,000 0.00%
WARMING HOUSE/RINK MAINTENANCE $842 $0 $3,500 $3,500 0.00%
VANDALISM REPAIR $0 $0 $3,000 $3,000 0.00%
TREE AND LANDSCAPE PLANTINGS $1,264 $1,647 $2,000 $2,000 0.00%
TREE REMOVAL $6,220 $0 $15,000 $20,000 33.33%
TOP DRESS BALL FIELDS; NET/PAD INSTALL $5,450 $14,461 $7,000 $7,000 0.00%
PARKS EQUIPMENT $0 $0 $5,000 $5,000 0.00%
PARK PLAY EQUIPMENT/REPAIR $699 $0 $1,000 $1,000 0.00%
PLAYGROUND WOOD CHIPS $3,844 $5,400 $4,000 $4,000 0.00%
PICNIC TABLES $0 $0 $500 $500 0.00%
TRAIL SWEEPING $0 $0 $2,000 $2,000 0.00%
TRAIL MAINTENANCE $0 $0 $10,000 $10,000 0.00%
STRIPING PAINT/CHALK $4,615 $5,836 $3,500 $3,500 0.00%
SPRINKLER REPAIR $1,183 $2,255 $3,500 $3,500 0.00%
TENNIS COURT MAINTENANCE $0 $0 $4,000 $4,000 0.00%
NURSERY TREES $0 $0 $1,500 $1,500 0.00%
CAT OBJ DESCRIPTION
page 119
ERADICATE INVASIVE PLANTS $10,000 $13,636 $11,000 $11,000 0.00%
TOWN CENTRE LANDSCAPE MAINT.$0 $0 $2,000 $9,000 350.00%
PILOT KNOB RESTORATION $0 $10,799 $10,050 $8,050 -19.90%
ROGERS LAKE AERATION/MAINT.$0 $0 $1,000 $1,000 0.00%
ROGERS LAKE WEED CONTROL $1,518 $1,518 $1,500 $3,000 100.00%
SOIL/SAND/SEEDS $3,069 $1,980 $0 $0 0.00%
OTHER REPAIRS AND MAINTENANCE $2,267 $6,703 $10,000 $10,000 0.00%
4331 MISC OFFICE/COMPUTER EQUIP $0 $92 $1,000 $1,000 0.00%
4335 BUILDING MAINTENANCE
BUILDING MAINTENANCE $2,556 $3,943 $3,000 $3,000 0.00%
CUSTODIAL SERVICES $913 $1,904 $1,800 $1,800 0.00%
TOTAL COMMODITIES $119,911 $150,798 $186,750 $198,250 6.16%
4400 CONFERENCES AND SCHOOLS $8,646 $6,473 $7,250 $7,250 0.00%
4404 MEMBERSHIP DUES $550 $595 $500 $500 0.00%
4410 CLOTHING AND EQUIPMENT $1,140 $1,707 $1,100 $1,100 0.00%
4415 MILEAGE AND AUTO ALLOWANCE $274 $278 $250 $250 0.00%
4422 STREET MAINTENANCE MATERIAL $0 $3,050 $1,500 $1,500 0.00%
4425 WATER SERVICE
PUBLIC WORKS $215 $240 $250 $250 0.00%
PARKS $14,487 $11,917 $18,000 $18,000 0.00%
4490 SUNDRY EXPENSE $867 $657 $1,000 $1,000 0.00%
4490 COMMISSIONER PER DIEM $1,725 $1,700 $2,100 $2,100 0.00%
4500 TREE REMOVAL $0 $134 $0 $0 0.00%
TOTAL OTHER CHARGES $27,904 $26,751 $31,950 $31,950 0.00%
4600 CAPITAL OUTLAY $66,053 $37,631 $23,000 $0 -100.00%
TOTAL CAPITAL OUTLAY $66,053 $37,631 $23,000 $0 -100.00%
TOTAL EXPENDITURES $725,979 $720,041 $757,746 $759,317 0.21%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
TRACTOR TO REPLACE XMARK MOWER $22,800
page 120
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
RECREATION
RECREATION
4435 MHAA T-BALL $1,155 $0 $1,200 $1,200 0.00%
4435 SOFTBALL LEAGUES $7,219 $6,714 $7,000 $7,000 0.00%
4435 TENNIS LESSONS $2,171 $2,542 $2,500 $2,500 0.00%
4435 SUMMER CONCERTS $1,500 $1,800 $3,000 $3,000 0.00%
4435 SAFETY CAMP $1,184 $648 $1,500 $2,000 33.33%
4435 TENNIS TEAM $496 $0 $500 $500 0.00%
4435 SENIORS PROGRAMMING $0 $201 $1,000 $1,000 0.00%
4435 SUMMER PLAYHOUSE $1,200 $1,505 $2,000 $2,000 0.00%
4435 PROGRAM SUPPLIES/EQUIPMENT $6 $2,391 $2,000 $2,000 0.00%
4435 FIELD TRIPS $5,702 $6,042 $4,000 $6,000 50.00%
4435 SUMMER PLAYGROUND PROGRAM $2,768 $2,962 $3,000 $3,000 0.00%
4435 RECREATION OFFICE SUPPLIES $0 $0 $1,000 $500 -50.00%
4435 KIDS FISHING DERBY $982 $1,489 $1,500 $1,500 0.00%
4435 MHAA CONTRIBUTION $10,000 $10,000 $0 $0 0.00%
4435 YOUTH AND STAFF SHIRTS $850 $686 $500 $500 0.00%
4435 SKATEBOARD CAMPS/CLINICS $2,775 $3,826 $3,000 $3,000 0.00%
4435 BIKE RODEO $150 $0 $200 $200 0.00%
PARK CELEBRATION $17,107 $17,283 $3,000 $3,000 0.00%
MISCELLANEOUS $0 $1,484 $0 $0 0.00%
4436 ONLINE REGISTRATION FEES $1,294 $1,380 $1,500 $1,500 0.00%
TOTAL RECREATION CHARGES $56,559 $60,953 $38,400 $40,400 5.21%
CAT OBJ DESCRIPTION
page 121
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
PLANNING
4110 SALARIES-REGULAR $43,864 $47,335 $50,680 $53,650 5.86%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $4,686 $6,273 $13,939 $14,640 5.03%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $3,186 $3,550 $3,801 $4,024 5.87%
4135 FICA $3,531 $3,763 $3,877 $4,104 5.86%
TOTAL HUMAN RESOURCES $55,268 $60,921 $72,297 $76,418 5.70%
4220 PROFESSIONAL SERVICES
CITY PLANNER $4,755 $10,336 $7,000 $10,000 42.86%
COMP PLAN UPDATE $0 $0 $5,000 $38,500 670.00%
CITY ENGINEERING $17,260 $11,306 $8,500 $0 -100.00%
CITY ATTORNEY $14,060 $5,213 $4,000 $8,000 100.00%
AIR NOISE CONSULTANT/RELATED $770 $770 $800 $800 0.00%
PLANNING COMMISSIONER-MINUTES $988 $1,086 $1,800 $1,500 -16.67%
RESOLUTION FILING WITH COUNTY $506 $1,676 $2,600 $1,800 -30.77%
OTHER PROFESSIONAL SERVICES $596 $21 $0 $0 0.00%
4221 RETAINER
CITY ENGINEER $16,000 $16,000 $16,000 $0 -100.00%
4222 PROSECUTIONS $0 $0 $3,750 $3,750 0.00%
4240 LEGAL PUBLICATIONS $1,707 $1,951 $900 $2,300 155.56%
TOTAL CONTRACTUAL SERVICES $56,642 $48,359 $50,350 $66,650 32.37%
4300 OFFICE SUPPLIES $695 $1,236 $1,200 $1,200 0.00%
4318 POSTAGE $711 $794 $1,000 $1,000 0.00%
4330 EQUIPMENT REPAIR - VEHICLE MNTCE $0 $0 $500 $500 0.00%
TOTAL COMMODITIES $1,406 $2,030 $2,700 $2,700 0.00%
4400 CONFERENCES AND SCHOOLS $725 $695 $1,000 $1,000 0.00%
4402 BOOKS AND SUBSCRIPTIONS $42 $0 $100 $100 0.00%
4404 MEMBERSHIP DUES $408 $803 $400 $450 12.50%
4415 MILEAGE AND AUTO ALLOWANCES $122 $132 $300 $300 0.00%
4490 PLANNING COMMISSION PER DIEM $1,650 $1,525 $2,100 $2,100 0.00%
4490 ARC PER DIEM $1,750 $1,475 $2,100 $2,100 0.00%
4490 SUNDRY $128 $110 $400 $400 0.00%
TOTAL OTHER CHARGES $4,825 $4,740 $6,400 $6,450 0.78%
4600 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $118,140 $116,050 $131,747 $152,218 15.54%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
CAT OBJ DESCRIPTION
page 122
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
RECYCLING
4110 SALARIES-REGULAR $10,966 $11,834 $12,670 $13,413 5.86%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4131 INSURANCE $3,154 $1,568 $3,485 $3,660 5.02%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $797 $887 $950 $1,006 5.89%
4135 FICA $883 $941 $970 $1,026 5.77%
TOTAL HUMAN RESOURCES $15,800 $15,230 $18,075 $19,105 5.70%
4220 CLEAN UP DAY/RECYCLING SUPPLIES $6,944 $7,634 $7,500 $12,000 60.00%
4220 SHARED RECYCLING POSITION $0 $0 $0 $7,500 100.00%
4268 CITY NEWSLETTER $482 $559 $700 $200 -71.43%
TOTAL CONTRACTUAL SERVICES $7,426 $8,193 $8,200 $19,700 140.24%
4300 OFFICE SUPPLIES $0 $0 $0 $0 0.00%
4318 POSTAGE $0 $0 $1,000 $0 -100.00%
TOTAL COMMODITIES $0 $0 $1,000 $0 -100.00%
4415 MILEAGE AND AUTO ALLOWANCE $0 $0 $100 $100 0.00%
4490 SUNDRY $31 $0 $500 $500 0.00%
TOTAL OTHER CHARGES $31 $0 $600 $600 0.00%
4600 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $23,257 $23,423 $27,875 $39,405 41.36%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
NONE
CAT OBJ DESCRIPTION
page 123
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
ANIMAL CONTROL
4110 SALARIES-REGULAR $0 $0 $0 $0 0.00%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $0 $0 $0 $0 0.00%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $0 $0 $0 $0 0.00%
4135 FICA $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $0 $0 $0 $0 0.00%
4225 IMPOUNDING FEE $4,793 $4,562 $6,500 $6,500 0.00%
TOTAL CONTRACTUAL SERVICES $4,793 $4,562 $6,500 $6,500 0.00%
4300 OFFICE SUPPLIES $0 $0 $500 $500 0.00%
TOTAL COMMODITIES $0 $0 $500 $500 0.00%
4490 SUNDRY $69 $71 $2,000 $2,000 0.00%
TOTAL OTHER CHARGES $69 $71 $2,000 $2,000 0.00%
4600 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $4,862 $4,633 $9,000 $9,000 0.00%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
NONE
CAT OBJ DESCRIPTION
page 124
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
ENGINEERING
4110 SALARIES-REGULAR $354,553 $367,969 $380,469 $210,766 -44.60%
4115 SALARIES-OVERTIME $13,025 $11,821 $10,000 $10,000 0.00%
4130 SALARIES-TEMPORARY $6,192 $5,316 $10,000 $0 -100.00%
4131 INSURANCE $68,562 $62,892 $80,325 $47,763 -40.54%
4133 WORKERS COMPENSATION $2,737 $3,626 $3,688 $4,057 10.01%
4134 PERA $25,670 $27,975 $29,285 $16,557 -43.46%
4135 FICA $26,955 $29,763 $30,636 $16,889 -44.87%
4139 OPEB $5,835 -$31 $0 $0 0.00%
TOTAL HUMAN RESOURCES $503,531 $509,331 $544,403 $306,032 -43.79%
4200 RENTALS AND LEASES $850 $710 $800 $500 -37.50%
4209 CITY HALL OCCUPANCY $46,980 $46,980 $49,329 $49,329 0.00%
4210 TELEPHONE $3,976 $4,066 $4,000 $3,000 -25.00%
4220 PROFESSIONAL SERVICES
CITY AUDIT $3,050 $3,066 $3,050 $3,050 0.00%
ASBUILT SCANNING $0 $0 $1,000 $0 -100.00%
OTHER PROFESSIONAL SERVICES $777 $1,089 $2,000 $2,000 0.00%
4250 LIABILITY AND AUTO INSURANCE $8,737 $8,737 $11,160 $9,000 -19.35%
TOTAL CONTRACTUAL SERVICES $64,370 $64,648 $71,339 $66,879 -6.25%
4300 OFFICE SUPPLIES $1,927 $2,195 $2,500 $2,000 -20.00%
4301 COMPUTER SOFTWARE $3,241 $36,707 $3,000 $3,000 0.00%
4305 OPERATING SUPPLIES $735 $1,000 $700 $500 -28.57%
4318 POSTAGE $21 $27 $300 $300 0.00%
4320 GAS AND OIL $1,394 $1,391 $1,650 $1,200 -27.27%
4330 EQUIPMENT REPAIR $321 $341 $1,500 $1,000 -33.33%
4331 MISCELLANEOUS OFFICE/COMPUTER EQUIPMENT
COMPUTER REPLACEMENT $2,104 $1,712 $3,000 $2,000 -33.33%
MISCELLANEOUS EQUIPMENT $0 $0 $1,250 $1,000 -20.00%
TOTAL COMMODITIES $9,744 $43,373 $13,900 $11,000 -20.86%
4400 CONFERENCES AND SCHOOLS $3,824 $5,635 $5,000 $3,500 -30.00%
4402 BOOKS AND SUBSCRIPTIONS $18 $18 $250 $250 0.00%
4404 MEMBERSHIP DUES $909 $379 $900 $500 -44.44%
4410 CLOTHING AND EQUIPMENT $0 $295 $250 $250 0.00%
4415 MILEAGE AND AUTO ALLOWANCE $937 $1,706 $900 $500 -44.44%
4490 SUNDRY EXPENSE $172 $133 $250 $250 0.00%
4491 DEPRECIATION $6,552 $9,745 $4,550 $0 -100.00%
TOTAL OTHER CHARGES $12,412 $17,911 $12,100 $5,250 -56.61%
4620 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $590,056 $635,263 $641,742 $389,161 -39.36%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
CAT OBJ DESCRIPTION
page 125
UTILITY FUND FUND 15
REVENUES
REVENUE SOURCE 2014 ACTUAL 2015 ACTUAL 2015 BUDGET 2016 BUDGET 2017 PRELIMINARY % CHANGE
SEWER RENTAL $1,594,422 $1,665,165 $1,772,978 $1,861,627 $1,898,859 2.00%
WATER SURCHARGE TRANSFER $0 $0 $25,000 $25,000 $25,000 0.00%
SEWER PERMITS $600 $1,800 $200 $200 $200 0.00%
LILYDALE LIFT STATION MAINT.$2,500 $2,500 $3,000 $3,000 $3,000 0.00%
MISCELLANEOUS INCOME $12,768 $37,202 $10,000 $10,000 $10,000 0.00%
INTERST INCOME $10,000 $10,000 $10,000 $10,000 $10,000 0.00%
UNAPPROPRIATED TRANSFER $16,199 $13,850 -$11,150 -$11,150 -$11,150 0.00%
TOTAL UTILITY FUND REVENUE $1,636,488 $1,730,517 $1,810,028 $1,898,677 $1,935,909 1.96%
page 126
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
SEWER UTILITY
4110 SALARIES-REGULAR $122,675 $117,010 $125,763 $129,524 2.99%
4115 SALARIES-OVERTIME $135 $5,128 $5,000 $5,000 0.00%
4130 SALARIES-TEMPORARY $5,418 $5,544 $5,500 $5,500 0.00%
4131 INSURANCE $22,980 $22,106 $32,931 $34,587 5.03%
4133 WORKERS COMPENSATION $5,938 $7,724 $7,875 $8,863 12.55%
4134 PERA $8,408 $9,144 $9,807 $10,089 2.88%
4135 FICA $10,223 $10,732 $10,424 $10,711 2.75%
4139 OPEB $2,285 $430 $0 $0 0.00%
TOTAL HUMAN RESOURCES $178,062 $177,818 $197,300 $204,274 3.53%
4200 RENTALS AND LEASES $7,305 $2,492 $7,000 $7,000 0.00%
4209 CITY HALL OCCUPANCY COSTS $0 $6,904 $6,904 $6,904 0.00%
4210 TELEPHONE $6,460 $7,133 $7,000 $7,000 0.00%
4211 ELECTRIC SERVICE
PUBLIC WORKS GARAGE $4,159 $3,268 $4,250 $4,250 0.00%
LIFT STATIONS $11,955 $10,835 $10,500 $10,500 0.00%
4212 GAS SERVICE
PUBLIC WORKS GARAGE $7,746 $3,400 $5,500 $5,500 0.00%
LIFT STATIONS $1,257 $921 $1,000 $1,000 0.00%
4214 SOFTWARE MAINTENANCE $0 $0 $5,000 $5,000 0.00%
4220 PROFESSIONAL SERVICES $146 $783
CITY ENGINEER $19,950 $20,143 $11,000 $11,000 0.00%
CITY AUDIT $2,600 $2,614 $2,600 $2,600 0.00%
IT MANAGER $0 $0 $1,500 $1,500 0.00%
TRAINING $350 $400 $350 $350 0.00%
4221 RETAINER-CITY ENGINEER $2,500 $2,500 $2,500 $2,500 0.00%
4250 LIABILITY AND AUTO INSURANCE $6,561 $5,473 $7,000 $7,000 0.00%
4268 CITY NEWSLETTER $689 $399 $550 $550 0.00%
4280 RUBBISH REMOVAL $2,662 $1,572 $2,500 $2,500 0.00%
TOTAL CONTRACTUAL SERVICES $74,338 $68,837 $75,154 $75,154 0.00%
4300 OFFICE SUPPLIES $1,798 $1,833 $2,000 $2,000 0.00%
4305 OPERATING SUPPLIES $9,077 $13,695 $5,000 $5,000 0.00%
4318 POSTAGE $4,379 $4,913 $4,500 $4,500 0.00%
4320 GAS AND OIL $4,553 $3,118 $5,000 $5,000 0.00%
4330 EQUIPMENT REPAIRS AND MAINTENANCE
SEWER CLEANING/TELEVISING $35,517 $33,181 $62,000 $62,000 0.00%
SEWER LINING $0 $0 $110,000 $110,000 0.00%
ROOT CHEMICALS $2,148 $3,240 $4,000 $4,000 0.00%
HYDRANT MARKERS $639 $0 $600 $750 25.00%
SOFTWARE SUPPORT $795 $795 $2,000 $2,000 0.00%
LIFT STATIONS MAINTENANCE $17,344 $94,909 $10,000 $10,000 0.00%
MISCELLANEOUS EQUIPMENT REPAIRS $21,072 $9,352 $30,000 $30,000 0.00%
4331 FURNITURE/EQUIPMENT $0 $392 $1,200 $1,200 0.00%
4335 PUBLIC WORKS GARAGE MAINTENANCE
BUILDING MAINTENANCE $1,671 $3,984 $3,750 $3,750 0.00%
CUSTODIAL SERVICES $1,491 $1,904 $2,000 $2,000 0.00%
TOTAL COMMODITIES $100,483 $171,316 $242,050 $242,200 0.06%
CAT OBJ DESCRIPTION
page 127
4400 CONFERENCES AND SCHOOLS $1,412 $2,101 $2,500 $2,500 0.00%
4404 MEMBERSHIP DUES $91 $94 $100 $100 0.00%
4410 CLOTHING AND EQUIPMENT $380 $840 $350 $350 0.00%
4415 MILEAGE AND AUTO ALLOWANCE $326 $237 $250 $250 0.00%
4425 WATER SERVICE $215 $240 $250 $250 0.00%
4437 CREDIT CARD FEES $231 $617 $750 $750 0.00%
4449 MWCC CHARGES $1,034,517 $1,161,541 $1,164,404 $1,222,377 4.98%
4490 SUNDRY EXPENSE $6,965 $6,578 $3,750 $3,750 0.00%
4491 DEPRECIATION $161,272 $161,450 $145,500 $145,500 0.00%
TOTAL OTHER CHARGES $1,205,410 $1,333,698 $1,317,854 $1,375,827 4.40%
4600 CAPITAL OUTLAY $0 $0 $35,000 $315,000 800.00%
TOTAL CAPITAL OUTLAY $0 $0 $35,000 $315,000 800.00%
TOTAL EXPENDITURES $1,558,293 $1,751,669 $1,867,358 $2,212,455 18.48%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
TRUNK MAIN SEWER RECONSTRUCTION $315,000
page 128
STORM WATER UTILITY FUND 29
REVENUES
REVENUE SOURCE 2014 ACTUAL 2015 ACTUAL 2015 BUDGET 2016 BUDGET 2017 PRELIMINARY % CHANGE
STORM WATER UTILITY FEES $402,911 $405,569 $398,631 $398,631 $398,631 0.00%
MISCELLANSOUS INCOME $250,048 $99,421 $0 $0 $0 0.00%
INTEREST INCOME $5,142 $1,851 $1,500 $1,500 $1,500 0.00%
UNAPPROPRIATED TRANSFER -$196,109 -$359,281 -$9,650 -$9,650 -$9,650 0.00%
TOTAL STORM UTILITY FUND REVEN $461,992 $147,560 $390,481 $390,481 $390,481 0.00%
page 129
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
STORM WATER UTILITY
4110 SALARIES-REGULAR $18,823 $19,233 $19,894 $20,391 2.50%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $3,005 $3,006 $5,401 $5,673 5.04%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $1,366 $1,437 $1,492 $1,529 2.48%
4135 FICA $1,388 $1,430 $1,521 $1,560 2.56%
4139 OPEB $113 $105
TOTAL HUMAN RESOURCES $24,695 $25,211 $28,308 $29,153 2.99%
4209 CITY HALL COSTS $6,575 $6,575 $6,904 $6,904 0.00%
4214 SOFTWARE MAINTENANCE $0 $0 $200 $200 0.00%
4220 PROFESSIONAL SERVICES
CITY AUDIT $975 $980 $975 $975 0.00%
WMO MEETINGS $0 $0 $6,000 $6,000 0.00%
NPDES ENGINEERING FEES $49,036 $36,701 $35,000 $35,000 0.00%
RAIN GARDEN DESIGN/CONSTRUCTION $0 $0 $3,500 $3,500 0.00%
SURFACE WATER TREATMENT $0 $0 $5,000 $5,000 0.00%
OTHER PROFESSIONAL SERVICES $4,720 $1,927 $2,000 $2,000 0.00%
4221 RETAINER-CITY ENGINEER $1,000 $1,000 $1,000 $1,000 0.00%
4240 LEGAL PUBLICATIONS $105 $71 $250 $250 0.00%
TOTAL CONTRACTUAL SERVICES $62,411 $47,254 $60,829 $60,829 0.00%
4300 OFFICE SUPPLIES $0 $0 $250 $250 0.00%
4318 POSTAGE $1 $9 $25 $25 0.00%
4330 EQUIPMENT REPAIR $5,350 $932 $3,000 $3,000 0.00%
4337 STORM SEWER MAINTENANCE $46,347 $34,816 $45,000 $45,000 0.00%
4339 POND MAINTENANCE $0 $0 $80,000 $80,000 0.00%
TOTAL COMMODITIES $51,698 $35,757 $128,275 $128,275 0.00%
4404 MEMBERSHIP DUES $18,833 $15,687 $14,000 $15,400 10.00%
4460 CONSTRUCTION COSTS $0 $131,914 $0 $0 0.00%
4490 SUNDRY EXPENSE $13 $0 $475 $475 0.00%
4491 DEPRECIATION $35,637 $35,637 $32,000 $35,637 11.37%
TOTAL OTHER CHARGES $54,482 $183,238 $46,475 $51,512 10.84%
4600 CAPITAL OUTLAY $0 $0 $209,000 $117,840 -43.62%
TOTAL CAPITAL OUTLAY $0 $0 $209,000 $117,840 -43.62%
TOTAL EXPENDITURES $193,286 $291,460 $472,887 $387,609 -18.03%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
MENDOTA HEIGHTS ROAD REHAB 2 $10,000
KENSINGTON NEIGHBORHOOD REHAB $5,000
LAKE AUGUSTA ALUM TREATMENT $35,000
HIGHWAY 13 DRAINAGE IMPROV(LILYDALE)$27,840
CHEROKEE HEIGHTS CULVERT REPAIR $40,000
CAT OBJ DESCRIPTION
page 130
PAR 3
REVENUES
REVENUE SOURCE 2014 ACTUAL 2015 ACTUAL 2015 BUDGET 2016 BUDGET 2017 PRELIMINARY % CHANGE
GREEN FEES $83,624 $106,248 $105,000 $110,000 $110,000 0.00%
RECREATION PROGRAMS $37,328 $37,434 $35,000 $38,000 $38,000 0.00%
CONCESSIONS $17,252 $23,618 $21,000 $22,000 $23,000 4.55%
SUNDRY REVENUE $13,123 $134 $0 $0 $0 0.00%
INTEREST $614 $310 $250 $250 $250 0.00%
TOTAL PAR THREE FUND REVENUE $151,941 $167,744 $161,250 $170,250 $171,250 0.59%
page 131
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
PAR 3
4110 SALARIES-ADMIN $24,500 $25,120 $26,391 $21,698 -17.78%
4115 SALARIES-OVERTIME (HOLIDAY)$15 $0 $0 $0 0.00%
4110 SALARIES-CLUBHOUSE $24,085 $28,819 $30,000 $30,000 0.00%
4110 SALARIES - MAINTENANCE $13,398 $15,275 $18,000 $18,000 0.00%
4131 INSURANCE $5,876 $5,885 $7,144 $6,039 -15.47%
4133 WORKERS COMPENSATION $1,228 $1,536 $1,563 $1,720 10.04%
4134 PERA $2,977 $3,668 $4,229 $3,877 -8.32%
4135 FICA $4,338 $5,146 $5,691 $5,332 -6.31%
4138 UNEMPLOYMENT $0 $0 $0 $0 0.00%
4139 OPEB $689 $210 $0 $0 0.00%
TOTAL HUMAN RESOURCES $77,107 $85,659 $93,018 $86,666 -6.83%
4200 RENTALS AND LEASES $2,583 $2,782 $2,600 $500 -80.77%
4210 TELEPHONE $2,875 $2,837 $2,400 $2,900 20.83%
4211 ELECTRIC SERVICE
CLUBHOUSE $707 $633 $900 $700 -22.22%
MAINTENANCE $4,545 $5,269 $4,000 $5,500 37.50%
4212 GAS SERVICE $890 $610 $1,000 $700 -30.00%
4220 PROFESSIONAL SERVICES $216 $0
CITY AUDIT $2,425 $2,513 $2,500 $2,500 0.00%
CITY ATTORNEY $0 $0 $0 $0 0.00%
CONSULTANT FEE $0 $0 $0 $0 0.00%
LIQUOR LICENSE FEES/COMPLIANCE $332 $332 $350 $350 0.00%
4250 LIABILITY AND AUTO INSURANCE $3,263 $3,135 $3,500 $3,200 -8.57%
4268 CONTRACT SERVICES
GROUNDS MAINTENANCE MGMT $5,972 $6,000 $6,000 $4,000 -33.33%
GROUNDS MAINTENANCE WAGES $0 $0 $0 $0 0.00%
CITY NEWSLETTER $413 $319 $400 $400 0.00%
4280 RUBBISH REMOVAL $560 $604 $900 $900 0.00%
TOTAL CONTRACTUAL SERVICES $24,781 $25,034 $24,550 $21,650 -11.81%
4300 OFFICE SUPPLIES $561 $30 $500 $500 0.00%
4305 GOLF SUPPLIES $772 $2,302 $500 $500 0.00%
4306 RECRUITMENT COSTS $0 $0 $0 $0 0.00%
4310 CONCESSIONS
FOOD $2,936 $2,725 $2,500 $3,000 20.00%
POP $1,110 $1,211 $1,000 $1,500 50.00%
BEER $636 $666 $1,000 $1,000 0.00%
4320 GAS AND OIL $1,735 $1,386 $2,500 $1,500 -40.00%
4330 REPAIRS AND MAINTENANCE
GROUNDSKEEPING EQUIPMENT REPAIR $1,275 $2,787 $5,000 $5,000 0.00%
4334 COURSE MAINTENANCE $5,222 $814
CHEMICALS AND FERTILIZER $3,052 $2,786 $5,000 $5,000 0.00%
IRRIGATION SYSTEM REPAIR $1,049 $936 $1,000 $1,000 0.00%
COURSE BEAUTIFICATION $147 $888 $3,000 $3,000 0.00%
SOIL/SAND $863 $0 $500 $500 0.00%
4335 BUILDING MAINTENANCE $5,222 $3,118 $2,000 $2,000 0.00%
TOTAL COMMODITIES $24,579 $19,649 $24,500 $24,500 0.00%
CAT OBJ DESCRIPTION
page 132
4400 CONFERENCES AND SCHOOLS $250 $0 $100 $100 0.00%
4404 MEMBERSHIP DUES $160 $190 $300 $300 0.00%
4410 CLOTHING AND EQUIPMENT $0 $937 $200 $200 0.00%
4415 MILEAGE AND AUTO ALLOWANCE $7 $0 $200 $200 0.00%
4425 WATER SERVICE $295 $326 $500 $400 -20.00%
4427 SEWER SERVICE $1,137 $1,157 $1,200 $1,200 0.00%
4436 ONLINE REGISTRATION FEE $910 $989 $1,000 $1,000 0.00%
4437 CREDIT CARD FEES $1,813 $2,522 $2,000 $2,600 30.00%
4490 SUNDRY EXPENSE $2,067 $2,560 $2,000 $2,000 0.00%
4480 CONTINGENCY $14,770 $0 $0 $0 0.00%
4491 DEPRECIATION $10,081 $7,881 $11,000 $11,000 0.00%
4500 TREE REMOVAL $0 $0 $0 $0 0.00%
TOTAL OTHER CHARGES $31,488 $16,562 $18,500 $19,000 2.70%
4620 CAPITAL OUTLAY $0 $0 $10,000 $10,000 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $10,000 $10,000 0.00%
TOTAL EXPENDITURES $157,955 $146,904 $170,568 $161,816 -5.13%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
page 133
CITY OF MENDOTA HEIGHTS
2017 BUDGET
2017 REVENUE PROJECTIONS
CITY HALL
FUND NO. 8
FUND BALANCE 12/31/2016 $30,000
RENT $215,775
INTEREST $300
BALANCE AVAILABLE $246,075
page 134
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
CITY HALL
4110 SALARIES-REGULAR $62,450 $58,834 $59,895 $61,381 2.48%
4115 SALARIES-OVERTIME $0 $165 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $9,350 $9,377 $17,424 $18,300 5.03%
4133 WORKERS COMPENSATION $2,716 $4,053 $4,125 $4,538 10.01%
4134 PERA $4,176 $4,399 $4,492 $4,604 2.49%
4135 FICA $4,956 $5,014 $4,581 $4,696 2.51%
4139 OPEB $793 $339 $0 $0 0.00%
TOTAL HUMAN RESOURCES $84,442 $82,181 $90,517 $93,519 3.32%
4210 TELEPHONE $0 $0 $0 $0 0.00%
4211 ELECTRIC SERVICE $23,533 $26,760 $24,500 $25,000 2.04%
4212 GAS SERVICE $11,096 $6,815 $10,000 $10,000 0.00%
4220 PROFESSIONAL SERVICES
CITY ENGINEER $9,755 $9,175 $5,000 $9,000 80.00%
OTHER PROFESSIONAL SERVICES $0 $0 $0 $0 0.00%
4250 LIABILITY AND AUTO INSURANCE $5,684 $4,691 $6,000 $6,000 0.00%
4280 RUBBISH SERVICE $2,172 $2,536 $2,200 $2,200 0.00%
TOTAL CONTRACTUAL SERVICES $52,239 $49,977 $47,700 $52,200 9.43%
4305 COMPUTER $0 $0 $1,200 $1,200 0.00%
4335 BUILDING MAINTENANCE $49,246 $40,878 $45,000 $45,000 0.00%
TOTAL COMMODITIES $49,246 $40,878 $46,200 $46,200 0.00%
4404 MEMBERSHIP DUES $0 $0 $50 $50 0.00%
4415 MILEAGE $147 $382 $400 $400 0.00%
4425 WATER SERVICE $2,783 $2,336 $4,000 $4,000 0.00%
4480 CONTINGENCY/RESERVE $0 $0 $10,000 $10,000 0.00%
4490 SUNDRY EXPENSES $0 $1,133 $250 $250 0.00%
4491 DEPRECIATION $57,306 $64,776 $60,000 $60,000 0.00%
TOTAL OTHER CHARGES $60,236 $68,627 $74,700 $74,700 0.00%
4600 CAPITAL OUTLAY $0 $0 $0 $50,000 100.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $50,000 100.00%
TOTAL EXPENDITURES $246,163 $241,663 $259,117 $316,619 22.19%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
GENERATOR REPLACEMENT $35,000
ELECTRICAL/LIGHTING UPGRADE $15,000
CAT OBJ DESCRIPTION
page 135
CITY OF MENDOTA HEIGHTS
2017 BUDGET
2017 REVENUE PROJECTIONS
EMERGENCY PREPAREDNESS
FUND NO. 7
FUND BALANCE 12/31/2016 $99,000
2017 TAX LEVY $25,000
INTEREST $990
BALANCE AVAILABLE $124,990
page 136
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
EMERGENCY PREPAREDNESS
4110 SALARIES-REGULAR $0 $0 $0 $0 0.00%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $0 $0 $0 $0 0.00%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $0 $0 $0 $0 0.00%
4135 FICA $0 $0 $0 $0 0.00%
4138 UNEMPLOYMENT $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $0 $0 $0 $0 0.00%
4211 ELECTRIC SERVICE $0 $0 $0 $0 0.00%
4220 PROFESSIONAL SERVICES $7,246 $5,588 $7,000 $7,000 0.00%
TOTAL CONTRACTUAL SERVICES $7,246 $5,588 $7,000 $7,000 0.00%
4305 OPERATING SUPPLIES $0 $0 $1,500 $1,500 0.00%
4330 REPAIRS AND MAINTENANCE $654 $0
SIREN MAINTENANCE AGREEMENT $0 $0 $4,000 $4,000 0.00%
N95 MASK TESTING $0 $0 $700 $700 0.00%
PHSYICALS $0 $0 $3,000 $3,000 0.00%
DAKOTA COUNTY SPECIAL OPS $0 $0 $3,000 $3,000 0.00%
EOC SUPPLIES $0 $0 $2,000 $2,000 0.00%
TOTAL COMMODITIES $654 $0 $14,200 $14,200 0.00%
4400 AMEM ANNUAL CONFERENCE $0 $0 $1,200 $1,200 0.00%
4400 TRAINING $100 $0 $6,000 $6,000 0.00%
4400 CONTINGENCY $0 $0 $1,000 $0 -100.00%
4400 DAKOTA COUNTY EMER. PREP. CMTE.$3,476 $3,556 $4,000 $4,000 0.00%
4400 DRILL CONSULTANT/EXPENSES $0 $0 $0 $0 0.00%
4490 MISCELLANEOUS $74 $0 $1,000 $200 -80.00%
TOTAL OTHER CHARGES $3,650 $3,556 $13,200 $11,400 -13.64%
4620 CAPITAL OUTLAY $0 $0 $24,339 $12,200 -49.87%
TOTAL CAPITAL OUTLAY $0 $0 $24,339 $12,200 -49.87%
TOTAL EXPENDITURES $11,550 $9,144 $58,739 $44,800 -23.73%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
SIREN ESCROW $12,200
CAT OBJ DESCRIPTION
page 137
CITY OF MENDOTA HEIGHTS
2017 BUDGET
2017 REVENUE PROJECTIONS
FIRE RELIEF
FUND NO. 6
FUND BALANCE 12/31/2016 $14,000
2017 TAX LEVY $126,000
2017 FIRE AID $94,000
BALANCE AVAILABLE $234,000
page 138
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
FIRE RELIEF
4110 SALARIES-REGULAR $0 $0 $0 $0 0.00%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $0 $0 $0 $0 0.00%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $0 $0 $0 $0 0.00%
4135 FICA $0 $0 $0 $0 0.00%
4138 UNEMPLOYMENT $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $0 $0 $0 $0 0.00%
4200 RENTALS AND LEASES $0 $0 $0 $0 0.00%
TOTAL CONTRACTUAL SERVICES $0 $0 $0 $0 0.00%
4300 OFFICE SUPPLIES $0 $0 $0 $0 0.00%
TOTAL COMMODITIES $0 $0 $0 $0 0.00%
4490 FIRE AID $90,244 $95,298 $88,000 $90,000 2.27%
4490 CITY CONTRIBUTION $64,660 $85,200 $108,000 $126,000 16.67%
4490 SUPPLEMENTAL BENEFIT ADMIN $0 $0 $4,000 $4,000 0.00%
TOTAL OTHER CHARGES $154,904 $180,498 $200,000 $220,000 10.00%
4600 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $154,904 $180,498 $200,000 $220,000 10.00%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
NONE
CAT OBJ DESCRIPTION
page 139
CITY OF MENDOTA HEIGHTS
2017 BUDGET
2017 REVENUE PROJECTIONS
SPECIAL PARK FUND
FUND NO. 10
FUND BALANCE 12/31/2016 $150,000
2017 TAX LEVY $0
2017 INTEREST $1,500
BALANCE AVAILABLE $151,500
page 140
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET REQUESTED CHANGE
SPECIAL PARK
4110 SALARIES-REGULAR $0 $0 $0 $0 0.00%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $0 $0 $0 $0 0.00%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $0 $0 $0 $0 0.00%
4135 FICA $0 $0 $0 $0 0.00%
4138 UNEMPLOYMENT $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $0 $0 $0 $0 0.00%
4220 CITY AUDIT $1,125 $1,131 $1,125 $1,125 0.00%
4220 CITY ENGINEER $0 $0 $0 $0 0.00%
TOTAL CONTRACTUAL SERVICES $1,125 $1,131 $1,125 $1,125 0.00%
4300 OFFICE SUPPLIES $0 $0 $0 $0 0.00%
TOTAL COMMODITIES $0 $0 $0 $0 0.00%
4460 CONSTRUCTION COSTS $0 $6,395 $0 $0 0.00%
4490 SUNDRY EXPENSES $0 $0 $0 $0 0.00%
TOTAL OTHER CHARGES $0 $6,395 $0 $0 0.00%
4620 CAPITAL OUTLAY $0 $122,381 $17,000 $45,000 164.71%
TOTAL CAPITAL OUTLAY $0 $122,381 $17,000 $45,000 164.71%
TOTAL EXPENDITURES $1,125 $129,907 $18,125 $46,125 154.48%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
WARMING HOUSE REPLACEMENT FRIENDLY HILLS $35,000
TENNIS COURT REHAB MARIE PARK $10,000
CAT OBJ DESCRIPTION
page 141
CITY OF MENDOTA HEIGHTS
2017 BUDGET
DEBT SUMMARY
IMPROVEMENT BONDS 2016 LEVY 2017 LEVY END DATE
2006 $3,400 $0 2/1/2017
2009 $26,999 $26,533 2/1/2020
2010 $42,007 $42,457 2/1/2030
2011 $205,946 $210,919 2/1/2031
2012 $91,568 $86,820 2/1/2032
2013 $122,453 $119,933 2/1/2034
2014 Refunding $83,254 $83,031 2/1/2027
2014 $79,365 $79,720 2/1/1935
2015 Refunding $167,760 $164,469 2/1/2028
2015 $0 $47,912 2/1/2036
TOTAL $822,752 $861,795
EQUIPMENT CERTIFICATES 2016 LEVY 2017 LEVY END DATE
FIRE TRUCK $53,765 $52,253 2/1/2020
DUMP TRUCK $24,662 $23,898 2/1/2025
PAR THREE BONDS 2016 LEVY 2017 LEVY END DATE
PAR THREE $240,266 $246,960 2/1/2023
GRAND TOTAL $1,141,445 $1,184,907
page 142
2014 2015 2016 2017 %
ACTUAL ACTUAL BUDGET BUDGET CHANGE
STREET LIGHT MAINTENANCE
4110 SALARIES-REGULAR $0 $0 $0 $0 0.00%
4115 SALARIES-OVERTIME $0 $0 $0 $0 0.00%
4130 SALARIES-TEMPORARY $0 $0 $0 $0 0.00%
4131 INSURANCE $0 $0 $0 $0 0.00%
4133 WORKERS COMPENSATION $0 $0 $0 $0 0.00%
4134 PERA $0 $0 $0 $0 0.00%
4135 FICA $0 $0 $0 $0 0.00%
4138 UNEMPLOYMENT $0 $0 $0 $0 0.00%
TOTAL HUMAN RESOURCES $0 $0 $0 $0 0.00%
4211 ELECTRICAL SERVICES $11,369 $12,715 $17,500 $17,500 0.00%
4220 PROFESSIONAL SERVICES $0 $0 $500 $500 0.00%
TOTAL CONTRACTUAL SERVICES $11,369 $12,715 $18,000 $18,000 0.00%
4330 REPAIRS AND MAINTENANCE $13,197 $26,910 $15,000 $15,000 0.00%
TOTAL COMMODITIES $13,197 $26,910 $15,000 $15,000 0.00%
4490 SUNDRY EXPENSES $0 $0 $0 $0 0.00%
TOTAL OTHER CHARGES $0 $0 $0 $0 0.00%
4620 CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL CAPITAL OUTLAY $0 $0 $0 $0 0.00%
TOTAL EXPENDITURES $24,566 $39,625 $33,000 $33,000 0.00%
CAPITAL OUTLAY ITEMS REQUESTED APPROVED
NONE
CAT OBJ DESCRIPTION
page 143
DATE: September 20, 2016
TO: Mayor and City Council
FROM: Mark McNeill, City Administrator
SUBJECT: Department Reorganization/Position Changes
COMMENT:
INTRODUCTION
The City Council is asked to approve a proposed restructuring of some City Departments, and
approve a couple of job descriptions which would be affected by this reorganization.
BACKGROUND
Generally accepted management principles indicate that 5 to 7 direct reports are optimum for
efficiency. As a result, I looked at ways to consolidate some operations, and provide for a
grouping of job duties which will make for positions which are standard for many municipal
government operations, and reduce the number of my direct reports:
Assistant City Administrator: I am proposing to upgrade the Assistant to the CA/HR
Coordinator position previously held by Tammy Schutta, to instead be Assistant City
Administrator. The position would act as the City Administrator during absences. The position
will be responsible for Human Resources functions. It would also have as reports the City’s IT
staff; recreation; special projects; and be responsible for a revised communications function.
Part Time Communications Coordinator: The previous “Assistant to” position did the City’s
social media activities (Facebook and Twitter), but those have been underutilized relative to
today’s expectations. The City’s other communications responsibilities are spread though out
the organization—the City Clerk works on the quarterly Heights Highlights; and there are three
departments which each do a separate weekly e-newsletter. Finally, the City’s website is in need
of significant updating, but finding the staff time to do that has been a problem.
I am proposing that the 2017 budget to include money for a 15 hour per week part time
Communications Coordinator. It is anticipated that this could be a work-from-home individual,
who would provide a central coordination of these efforts, and free several current employees to
do other tasks.
page 144
A proposed revised job description is attached, and requested for approval. The pay grade is
being evaluated. Once that is determined, the City Council will be asked to authorize
advertisement as soon as possible.
Public Works Director: With the decision of the Council to go to a levy-based Engineering
Department, it will mean the Public Works Director position will become more of a manager of
consultants doing project design and inspection, rather than the City doing that design work in-
house. It would continue to oversee Public Works operations, and would be the
intergovernmental and interagency liaison for the City. It would also continue to provide input
for development and planning proposals.
Senior Engineering Technician: Within the department, the current Senior Engineering
Technician would shift responsibilities from a significant amount of project inspection, to being
more of a GIS and records management position (a function that the City has been sorely
lacking). Staff understands that having a local contact for engineering projects is important to
affected residents, but it will be the responsibility of the contractor to provide the primary
customer service contact. However, this does not mean that the remaining engineering staff
can’t be liaisons to help solve affected property owner problems.
A revised Senior Engineering Technician/Infrastructure Analyst job description will be presented
at a future meeting.
Recycling: Recycling is currently part of the Planner’s position. However, with that vacancy, I
am recommending that the overall responsibility go to Public Works—in cities that do their own
collection, garbage, and recycling are typically part of Public Works. The proposed FY17
budget includes $7500 for a part time position which may be shared with other Dakota County
communities.
Facilities Maintenance would revert to Public Works, where it had been until earlier this year.
Actions relating to the revised Public Works Director job description, and a recommended
appointment are elsewhere on the agenda of the September 20th meeting.
Community Development Director: This position would be responsible for Planning, and also
Economic Development. Economic Development is currently the responsibility of the City
Administrator, and I would continue to be part of it. However, Economic Development is often a
responsibility of people associated with planning, and should be part of a Community
Development Department.
Another logical extension of a Community Development Department relates to building. The
contracted Building Official was reporting to the Public Works Director; he should instead be
part of the Community Development Department.
Code enforcement, at least as it related to zoning, would also be part of this position.
page 145
A revised job description for a Community Development Director will be forthcoming at a future
meeting.
Other Departments: The job descriptions and departments for the City Clerk, Finance Director,
Fire Chief, and Police Chief are proposed to stay as is.
BUDGET IMPACT
In addition to better operating efficiencies, the proposed changes in the job descriptions broaden
the position responsibilities, which may provide what should be a more attractive salary for
potential employees. While it is true that Mendota Heights is smaller than most of its neighbors,
without a reasonably competitive pay structure for some of the more in demand positions, the
City will continue to see turnover of many of the “skill positions”. While that can’t be avoided
in its entirety, we should do what we can to minimize that.
The proposed 2017 budget contains an amount which would fund some increase in pay for the
affected positions, once those are reviewed by an outside consultant. Funding is also included to
provide a more comprehensive examination of the City’s pay plan; however, these positions
can’t wait for that to be completed.
RECOMMENDATION
I recommend the Council adopt the organization structure, and adopt the two position
descriptions as presented.
ACTION REQUIRED
If the Council concurs, it should, by motion, approve the following:
• Adopt the proposed organization plan, calling for a revision in the Public Works,
Administration, and Community Development Departments.
• Adopt the proposed job descriptions for the Assistant City Administrator, and Public
Works positions.
Action to fill those positions should be forthcoming at the September 20th meeting.
____________________
Mark McNeill
City Administrator
page 146
Proposed Department Restructuring
Assistant City Administrator
• Human Resources
• IT
• Communications (contracted)
• Recreation
o Pilot Knob
• Special Projects
Public Works Director
• Engineering
• PW
• Parks Mntc
• Facilities Mntc
• Recycling
Community Development Director
• Planning
• Economic Dev
• Building Inspections
• Code Enforcement
Finance Director
City Clerk
Police Chief
Fire Chief
page 147
DATE: September 20, 2016
TO: Mayor and City Council
FROM: Mark McNeill, City Administrator
SUBJECT: Appointment of Public Works Director
COMMENT:
INTRODUCTION
At its meeting of September 20, the City Council will be asked to take actions which will
approve the promotion of Ryan Ruzek to the position of Public Works Director for the City of
Mendota Heights.
BACKGROUND
John Mazzitello left the City’s employment on August 19th, to take a private sector position. The
position has since been vacant.
After considering options at its September 6th workshop meeting, the Council agreed to the
concept of operating the Engineering Department with 2.5 individuals, which will mean that the
City will contract out almost all of the project design and inspection work to private engineering
companies. This will allow the two remaining full-time positions—the Public Works Director
and the Senior Engineering Technician, to function in different capacities. For the PW Director,
it will mean coordinating and overseeing the contracted engineering companies, in addition to
acting as the City’s liaison to other governmental agencies and jurisdictions, and prepare and
provide for the City’s infrastructure needs. The position will continue to oversee the Public
Works operations.
In addition, due to the proposed reorganization described elsewhere in this agenda, the PW
Director will be responsible for coordinating the City’s facility needs, and coordinate recycling
for the City.
A job description with those changes has been formatted, and is attached. The last time that this
was completely changed was 2009.
page 148
Ryan Ruzek has been employed by the City since August, 2004. He was initially hired as
Design Engineer, but in November, 2009, he was appointed as acting Public Works Director
when Mr. Mazzitello was deployed overseas for a period of nine months. Following Mr.
Mazzitello’s return, Ryan was promoted to the position of Assistant City Engineer, a position he
has held ever since. He is a logical choice for the position.
BUDGET IMPACT
Because the position description is relatively unchanged from what it had previously been, a
review of the job value points was not needed.
The Public Works Director is at Grade 41 of the City Pay Plan. Mr. Ruzek is at the top step of
the Assistant City Engineer pay grade (Grade 35). City practice for promoted individuals is to
assign them the next higher step of the new pay grade, which would result in a reasonable
increase. In this case, Mr. Ruzek would go from his current $94,135, to step C of Grade 41, or
$97,244.
RECOMMENDATION
Given the requirements of the job, and Mr. Ruzek’s experience with the City, my
recommendation is that he be appointed as Director of Public Works, effective September 21,
2016. He would have the City’s standard one year probationary period.
ACTION REQUIRED
If the Council concurs, it should, by motion, appoint Ryan Ruzek as Public Works Director for
the City of Mendota Heights, effective September 21, 2016.
___________________________
Mark McNeill
City Administrator
page 149
CITY OF MENDOTA HEIGHTS
TITLE: PUBLIC WORKS DIRECTOR
Department:
Administration
Accountable To:
City Administrator
Class Code:
Exempt
Pay Grade: 41
Primary Location:
City Hall
Normal Hours:
8:00 a.m. to 4:30 p.m.*
Date of Last Revision:
September 2016
*This position will be required to attend City Council meetings, which occur
outside normal office hours, and may periodically be required to attend other
night meetings.
Job Purpose:
Department head position responsible to organize, direct, coordinate, and
supervise all public works functions, including engineering and maintenance.
Duty
No.
Essential Duties
1. Supervises the activities and personnel of Public Works and Engineering
departments. Assures that required services are being provided on a
sound business basis.
2. Provides technical counsel to the City Administrator, Council, Planning,
and Park and Recreation Commissions on municipal problems with the
objective of developing solutions to meet the needs of the community in
an efficient and effective manner.
3. Plans long term stewardship of the City’s capital infrastructure, and
provides for short and long range capital planning.
4. Establishes design and maintenance standards for all engineering, public
works, and facilities projects.
5. Functions as a liaison and advisor for the City with consulting engineers,
governmental agencies, developers, and the general public for all
engineering and public works activities. Serves as the designated
Municipal State Aid to Streets Engineer.
6. Works with Community Development Director to assure well planned and
coordinated programs are being followed. Participates in long range
planning for the growth and development of the community.
7. Oversee the preparation of the annual budget for Public Works and
Engineering departments. Monitors expenditures to insure operation
within the adopted budget. Coordinates the City’s recycling efforts.
8. Attends meetings of the Planning Commission, City Council, and others
as assigned.
9. Keeps the City Administrator and other department head informed of
page 150
developments which relate to their areas of activity within the City.
10. All other duties as assigned by the City Administrator.
Minimum Qualifications
• Bachelor of Science Degree in Civil Engineering, or its equivalent, from an
accredited college or university.
• Eight (8) years’ experience as a City Engineer or Civil Engineer practicing
in a field related to City Engineering.
• Licensed professional civil engineer in the State of Minnesota.
• Previous supervisory experience highly preferred.
Knowledge/Skills/Abilities Required
• Knowledge of the basic sciences as they apply to Civil Engineering.
• Current knowledge of all rules and regulations pertaining to municipal
engineering.
• A general working knowledge of the organization and operation of all City
departments.
• Ability to manage the operations of the Public Works and Engineering
departments on a sound business basis.
• Ability to plan, delegate and motivate the work of all assigned personnel.
• Ability to coordinate and cooperate with all state, county and local officials.
• The ability to establish and maintain effective working relationships with
the City Council, city staff members, other public agencies and
organizations, the citizens of Mendota Heights and the general public.
• The ability to exercise independent judgment and discretion in decision
making with minimal supervision.
• The ability to use word processing, spreadsheet, database, asset
management, and financial system software as part of completing
professional responsibilities.
• The ability to communicate, both written and verbally, and the ability to
listen attentively.
Core Competencies of Position
• Knowledge of work rules. Develops and maintains a thorough working
knowledge of all city and applicable jurisdictional policies and procedures
in order the help facilitate compliance with such policies and procedures
by all staff members.
• Develops respectful, cooperative and productive work relationships with
coworkers, including the demonstrated willingness to help newer staff so
their respective job responsibilities can be performed with confidence as
quickly as possible.
• Commitment to customer service. Demonstrates by personal example the
service quality and integrity expected from all staff members. Represents
Mendota Heights in a professional manner to the general public,
employees and to other outside contact/constituencies in a manner that
page 151
helps maintain and enhance Mendota Heights’ reputation as well
managed and citizen oriented.
• Communication. Confers regularly with and keep immediate supervisor
informed of all important matters pertaining to those functions and job
responsibilities for which the employee is accountable.
• Productivity and work organization. Demonstrate ability to plan, organize
and accomplish work in a timely and efficient manner.
• Problem solving and decision making. Exercise good judgment, analytical
thinking, and independent thinking as it relates to departmental and city
procedures, problems and policy interpretations.
• Safety rules and procedures. Develop knowledge of and observe the
safety policies and procedures of the city. Perform tasks in a safe and
efficient manner while using appropriate safety equipment, clothing and
devices.
Physical Activities/Requirements
Positions in this class typically require: sitting, feeling, manual dexterity, grasping,
talking, hearing and seeing. The individual may encounter some travel, evening
meetings, unexpected and prolonged workdays and stress and pressures from
dealing with emotional issues and conflicts. There is sustained exposure to
computer keyboards and video screens.
Sedentary work: Exerting up to 20 pounds of force occasionally and/or a
negligible amount of force frequently or constantly to lift, carry, push, pull or
otherwise move objects.
Safety Policy
It is the responsibility of every employee of the City of Mendota Heights to know
and observe the safety policies and procedures of the city. Each employee is
expected to perform their tasks in a safe and efficient manner while using
appropriate safety equipment, clothing and devices.
Miscellaneous Information
Must satisfactorily pass a criminal background examination.
Environmental Conditions-Work is performed in a well lit, well ventilated and
temperature controlled office. Noise level is at a minimum.
Equipment and Tools-Computer, terminal, peripherals, multi-line telephone, fax
machine, calculator, and other basic office machines.
Licensing Required-Possession of a valid driver’s license, and be a registered
Professional Engineer in the State of Minnesota.
page 152
The above description is intended to describe the general functions, skills and
knowledge of the person assigned to this job. The employee may be required to
perform other related duties as assigned.
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CITY OF MENDOTA HEIGHTS
TITLE: ASSISTANT CITY ADMINISTRATOR
Department:
Administration
Accountable To:
City Administrator
Class Code:
Exempt/Grade TBD
Primary Location:
City Hall
Normal Hours:
8:00 a.m. to 4:30 p.m.*
Date of Last Revision:
September 2016
*This position will be required to attend City Council meetings, which occur outside
normal office hours, and may periodically be required to attend other night meetings.
Job Purpose:
The Assistant City Administrator will perform a wide variety of administrative
responsibilities and interact routinely with the public and other agencies. This position
is primarily responsible for the day to day administration of human resources and
employment related issues in the city. Tasks include coordinating recruitment of city
positions, benefits administration, union issues, personnel policy development and
updating, staff training and more. The position oversees the City’s communications,
IT, and recreation employees, and performs special projects as assigned.
Duty
No.
Essential Duties
1. Assists the City Administrator in the management of the City
• Prepare reports, memos, and special projects as assigned with direct
accountability for effective performance of such projects.
• Plan and coordinate major project-based assignments, create strategic
plans related to assignments, and coordinate work efforts of such
assignments.
• Assist the City Administrator as citizen liaison by responding to citizen’s
requests/concerns voiced through citizen letters, e-mails, and
telephone calls.
• Serve as a member of the senior management team and perform
liaison activities between various departments, community and
business organizations, other units of government, and professional
associations.
• Attend meetings and conferences as directed, as a representative of
the City Administrator.
• Assist with preparation and monitoring of City budget.
• Research and prepare reports on specific issues as assigned by the
City Administrator.
• Acts as City Administrator in his/her absence
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2. Monitor Federal and State legislation that may affect the City and its
various departments
• Ensures timely transmittal of information to City Administration and
City Council.
• Monitors regional and national activities/trends that may affect and/or
influence the City.
3. Supervises the IT Manager, Recreation Program Coordinator and part
time Communications Coordinator.
• Oversees communications to the general public (i.e. electronic
newsletters; printed communications; social media outlets such as
Twitter and Facebook).
• Provides supervision and general direction for the City’s Information
Technology, and recreation staff.
4. Staff Recruitment
Overall responsibility for conducting recruitment for all city positions including
the following.
• Coordinating process with departments.
• Ranking applications pursuant to employment law.
• Participating in interview process and candidate selection. Manages
hiring process, background investigations, etc.
• Employee orientation process.
5. Personnel Policy and Other Personnel Related Issues
Responsible for the creation and maintenance of the following personnel
related policies and practices.
• City personnel policies.
• Employee position descriptions.
• Employee personnel files.
• Assist with city pay plan administration, pay equity and job analysis.
• Employee drug testing program.
• Annual employee evaluation process.
• Employee termination process.
6. Benefits Administration
Responsible for administration of all employee benefits programs.
• Serve as contact between benefit contractors and city staff.
• Coordinate annual city benefits renewal/fair.
• Responsible for city wellness program activities.
• Coordinate workers compensation program.
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7. Labor Relations
Assists the City Administrator in a variety of labor relations issues including
the following.
• Union contract negotiations.
• Grievances, mediation and arbitrations.
• Safety committee and safety issues.
• Labor/management committee
8. Training
Responsible for creation and monitoring of city wide training programs for
staff.
9. Miscellaneous
• Provides general assistance in the research and implementation of
special projects.
• All other duties as assigned by the City Administrator.
Minimum Qualifications
• Bachelor’s degree in public administration, business administration, urban and
regional studies or a related field.
• Two years of increasingly responsible experience in local government
personnel administration.
• Two years of supervisory experience.
Desired Qualifications
• Master’s degree in public administration, business administration, urban and
regional studies or a related field.
Knowledge/Skills/Abilities Required
• Principles and practices of public administration, organizational theory and
management.
• Knowledge of human resources administration, principles, practices and
techniques including legal requirements.
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• The ability to establish and maintain effective working relationships with the
City Council, city staff members, other public agencies and organizations, the
citizens of Mendota Heights and the general public.
• The ability to exercise independent judgment and discretion in decision making
with minimal supervision.
• The ability to use word processing, spreadsheet, database and financial
system software as part of completing professional responsibilities.
• The ability to communicate, both written and verbally, and the ability to listen
attentively.
Core Competencies of Position
• Knowledge of work rules. Develops and maintains a thorough working
knowledge of all city and applicable jurisdictional policies and procedures in
order the help facilitate compliance with such policies and procedures by all
staff members.
• Develops respectful, cooperative and productive work relationships with
coworkers, including the demonstrated willingness to help newer staff so their
respective job responsibilities can be performed with confidence as quickly as
possible.
• Commitment to customer service. Demonstrates by personal example the
service quality and integrity expected from all staff members. Represents
Mendota Heights in a professional manner to the general public, employees
and to other outside contact/constituencies in a manner that helps maintain
and enhance Mendota Heights’ reputation as well managed and citizen
oriented.
• Communication. Confers regularly with and keep immediate supervisor
informed of all important matters pertaining to those functions and job
responsibilities for which the employee is accountable.
• Productivity and work organization. Demonstrate ability to plan, organize and
accomplish work in a timely and efficient manner.
• Problem solving and decision making. Exercise good judgment, analytical
thinking, and independent thinking as it relates to departmental and city
procedures, problems and policy interpretations.
• Safety rules and procedures. Develop knowledge of and observe the safety
policies and procedures of the city. Perform tasks in a safe and efficient
manner while using appropriate safety equipment, clothing and devices.
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Physical Activities/Requirements
Positions in this class typically require: sitting, feeling, manual dexterity, grasping,
talking, hearing and seeing. The individual may encounter some travel, evening
meetings, unexpected and prolonged workdays and stress and pressures from
dealing with emotional issues and conflicts. There is sustained exposure to computer
keyboards and video screens.
Sedentary work: Exerting up to 20 pounds of force occasionally and/or a negligible
amount of force frequently or constantly to lift, carry, push, pull or otherwise move
objects.
Safety Policy
It is the responsibility of every employee of the City of Mendota Heights to know and
observe the safety policies and procedures of the city. Each employee is expected to
perform their tasks in a safe and efficient manner while using appropriate safety
equipment, clothing and devices.
Miscellaneous Information
Must satisfactorily pass a criminal background examination.
Environmental Conditions-Work is performed in a well lit, well ventilated and
temperature controlled office. Noise level is at a minimum.
Equipment and Tools-Computer terminal, and common software for office settings,
calculator, and other basic office machines.
The above description is intended to describe the general functions, skills and
knowledge of the person assigned to this job. These examples are intended only as
illustrative of various types of work performed, and are not all inclusive. The employee
may be required to perform other related duties as assigned. The job description is
subject to change as the needs of the employer and requirements of the job change.
Licensing Required-Possession of a valid driver’s license.
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