HomeMy WebLinkAboutAgenda Packets - 2019/06/24CITY OF MOUNDS VIEW
CITY COUNCIL MEETING AGENDA
MOUNDS VIEW CITY HALL
Monday, June 24, 2019
6:30 p.m.
1. CALL TO ORDER
2. PLEDGE OF ALLEGIANCE
3. ROLL CALL: Mueller, Gunn, Hull, Meehlhause, Bergeron
4. APPROVAL OF AGENDA
5. CONSENT AGENDA
A. Approval of Minutes: June 10, 2019
B. Just and Correct Claims
C. Resolution 9129 Approving Severance for Police Support Manager
D. Resolution 9130 Approving Revised Job Description and Authorizing Advertisement
of the Police Records/Evidence Technician
E. Resolution 9131 Approving Revisions to City of Mounds View Solid Waste
Management Standards
F. Resolution 9127 Authorizing Purchase of Three Copy Machines and maintenance
agreement
6. PUBLIC COMMENT
Citizens may speak to issues not on tonight's agenda. Before speaking, please give
your full name and address for the minutes. Also, please limit your comments to three
minutes.
7. SPECIAL ORDER OF BUSINESS
A. Discussion — Assisted Living concept (Dan Carlson)
8. COUNCIL BUSINESS
A. Public Hearing; Resolution 9128, Approving a Chicken/Duck Keeping License for
Seth Kaduce, 8086 Long Lake Road
B. Public Hearing; First Reading and Introduction of Ordinance 958, Amending the
Zoning Map for 2390, 2394 Mounds View Blvd and 2400 County Rd H2
C. Public Hearing; First Reading and Introduction of Ordinance 959, Amending Section
1104.02, Subd 4(c) (Minimum Floor Area Per Dwelling Unit)
D. Public Hearing; Resolution 9132, Approving a Conditional Use Permit (CUP) for a
Residential Planned Unit Development of Crossroad Pointe
E. Public Hearing; Resolution 9133, Approving the Preliminary Plat of Crossroad
Pointe
9. REPORTS
A. Reports of Mayor and Council
B. Reports of Staff
C. Reports of City Attorney
10. NEXT COUNCIL WORK SESSION: Monday, July 1, 2019 at 6:30 pm
NEXT COUNCIL MEETING: Monday, July 8, 2019 at 6:30 pm
11. ADJOURNMENT
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PROCEEDINGS OF THE MOUNDS VIEW CITY COUNCIL
CITY OF MOUNDS VIEW
RAMSEY COUNTY, MINNESOTA
Regular Meeting
June 10, 2019
Mounds View City Hall
2401 Mounds View Boulevard, Mounds View, MN 55112
6:30 P.M.
1. MEETING IS CALLED TO ORDER
2. PLEDGE OF ALLEGIANCE
3. ROLL CALL: Bergeron, Gunn, Hull, Meehlhause, Mueller
NOT PRESENT: None.
4. APPROVAL OF AGENDA
A. Monday, June 10, 2019, City Council Agenda.
Mayor Mueller requested Item 7B be added to the agenda which would be an announcement
from City Administrator Zikmund.
MOTION/SECOND: Meehlhause/Bergeron. To Approve the Monday, June 10, 2019, agenda as
amended adding Item 7B.
Ayes — 5 Nays — 0 Motion carried.
5. CONSENT AGENDA
A. Approval of Minutes: May 28, 2019.
B. Just and Correct Claims.
C. Resolution 9121, Approving Severance for Karla Freecheck, Police
Administrative Assistant.
D. Resolution 9122, Adopting and Reporting Performance Measures.
E. Resolution 9125, Appointing Hanna Kenow to Police Administrative
Assistant.
F. Resolution 9126, Approving Mediated Settlement Agreement and Release of
Claims.
MOTION/SECOND: Gunn/Meehlhause. To Approve the Consent Agenda as presented.
Ayes — 5 Nays — 0 Motion carried.
Mounds View City Council June 10, 2019
Regular Meeting Page 2
1 6. PUBLIC COMMENT
2
3 Bill Mori, 8141 Red Oak Court, read a statement to the Council. He explained he has lived in
4 Mounds View with his wife for over 45 years. He stated he has known Jonathan and Grace
5 Thomas for 40 of these years. He indicated he has known Brian and Val Amundsen for 17 years.
6 He commented he sat with both of these gentlemen on the Charter Commission for five years,
7 which he felt made him qualified to make a statement. He explained both men were of high
8 integrity and of the highest ethical, moral standard. He reported both men were intelligent,
9 honest, knowledgeable and detail -oriented. He stated if his math was correct, both have served a
10 combined 50 years of voluntary service to the City of Mounds View. He indicated he was
11 concerned after listening to the recent Charter Commission and Council worksession (June 3rd)
12 meetings. He commented on the character of Jonathan Thomas and Brian Amundsen. He
13 explained it was not their problem some of the Charter Commission members failed to attend
14 meetings. He reported it was the Second Judicial Court's job to recruit and appoint qualified
15 candidates to sit on the Charter Commission. He questioned why the Council would refer to
16 these two gentlemen using terms like insufficient, disrespectful, dis-functional and obstructionist.
17 He reported the Council implied these two (Thomas and Amundsen) were responsible for the
18 Chair resigning, along with two other members. He noted no specific facts were given that
19 supported these actions and stated he found no specific behavior for either. He indicated there
20 was some level of debate between the secretary and the attorney, but he saw this as simply points
21 of debate and not blatant disrespect or unprofessionalism. He wondered what really was going
22 on here. He stated he was bothered by the fact the Council had attacked the character of these
23 two gentlemen without providing an opportunity for either to respond. He requested the Council
24 allow these two gentlemen to respond publicly to the charges that have been made.
25
26 Brian Amundsen, 3048 Woodale Drive, stated if anyone was offended by his tone or words at the
27 last Charter Commission meeting, he was sorry. He discussed the rules and processes that have
28 been in place for the Charter Commission for years. He stated in 1978 the residents of Mounds
29 View voted to become a charter city. He reviewed the bylaws that govern the Charter and
30 commented on the agenda format requirements. He explained he was not trying to attack the
31 Chair but rather was working to follow the Charter bylaws. He stated he believed in providing
32 dignity to all persons. He reported for weeks he waited for responses to his calls and emails from
33 both the Charter Commission Chair and City Administrator regarding specific secretary
34 practices, requesting access to the TimeSaver minutes. He stated he finally called the Mayor and
35 expressed his frustration with the situation and he was told it was unacceptable for City staff not
36 to respond. He commented his only option was to bring these issues to the Commission as a
37 whole. He indicated his tone at the Charter Commission meeting showed his level of frustration
38 with the situation when he questioned the Council's failure to follow its own statement of values,
39 and their lack of due process. He stated he was shocked by the personal attacks coming from the
40 City Council. He thanked those that came out tonight to support Jonathan Thomas and himself.
41 He stated he had great peace in the love and support of God, from his wife, children and from his
42 close friends.
43
44 Jonathan Thomas, 8040 Groveland Road, discussed who he was noting he was one of 15
45 children. He explained when he was 10 years old the Lord spoke to him audibly and told him to
Mounds View City Council June 10, 2019
Regular Meeting Page 3
1 seek the Kingdom of God and He would teach him to make the rocks cry out praises to God. For
2 all of his life, he has sought to know more about the Kingdom of God. He stated he received a
3 degree in Bible and Theology and God directed him to work in electronics where he was taught
4 the truth. He discussed the volunteer work he completed in the community that allowed the
5 rocks to cry out. He explained the Council asked for the removal of members from a body that
6 was formed by the Court. He reported the Charter Commission was intentionally separate from
7 the City Council to maintain the Charter. He commented removal of a member requires 10 to 20
8 days' notice in order to allow the accused to respond and gather witnesses to speak on his or her
9 behalf. He reported this typically ends in a closed session of a private body. He stated he was not
10 afforded this opportunity but rather was named in an open, public meeting and was accused of all
11 kinds of innuendo. He explained he has lived in this community for over 40 years. He indicated
12 he had a deep passion for this City and the City Charter. He believed there was something wrong
13 with the way this matter was handled. He believed God was truly able and was in control of this
14 situation.
15
16 Val Amundsen, 3048 Woodale Drive, explained she was Brian Amundsen's wife. She discussed
17 what happened in the Council Chambers last Monday night where the Council slandered two
18 Charter Commission members, Brian Amundsen and Jonathan Thomas. She explained Brian
19 and Jonathan were not notified of the meeting nor the fact that they would be discussed in order
20 to defend themselves. She stated this was disrespectful and a violation of the statement of values
21 the Council approved. She indicated it was not until last Tuesday that Jonathan and Brian were
22 made aware of the situation when they received a call from the City Administrator seeking their
23 resignation from the Charter Commission. She reported their conduct from the May Charter
24 Commission meeting was cited as the reason for the requested resignation, but no specifics were
25 given. She stated she watched the Council worksession meeting online and was shocked by what
26 she saw given the fact slanderous statements were made about Jonathan and Brian. She
27 commented there were also numerous misstatements and half-truths. She indicated it was
28 apparent to her that the Council seems to believe they control the Charter Commission and not a
29 citizen established body. She reported the last Charter Commission meeting had a spirited
30 discussion regarding duties, bylaws, policies and procedures. And while meetings can feel tense
31 at times, she reiterated that no personal attacks were made. She explained Brian brought his
32 concerns to the group only after he had not received any feedback from staff or the Chair. She
33 stated both Brian and Jonathan were really decent men. She explained these men deserved the
34 community's thanks for their many years of dedicated service to the community. She indicated
35 slandering volunteers was not a great way for the Council to encourage residents to speak up,
36 especially if they had a difference of opinion.
37
38 Douglas Schmidt, 2690 County Road H2, stated it was his understanding that after the June 3rd
39 Council worksession meeting, two senior members of the Charter Commission were asked to
40 resign. He explained no specific reference was made to the charges against them. He noted
41 Jonathan Thomas was one of the senior Charter members. He reported he has known Jonathan
42 Thomas since 1971. He indicated he served with Jonathan Thomas and was introduced to
43 Christianity by him. He commented on Jonathan's personal character, integrity, honesty, fairness
44 and respect for others. He stated he watched the last half-hour of the June Yd Council
45 worksession meeting where discussion was held regarding the conduct of one or more senior
Mounds View City Council June 10, 2019
Regular Meeting Page 4
1 Charter members. He noted the Council was very careful not to mention names. He was of the
2 opinion that the actions of Jonathan Thomas do not warrant a character assassination of a man
3 that has an otherwise good reputation.
4
5 Barbara Smith, 2090 Burke Avenue in North St. Paul, stated Jonathan Thomas was her father.
6 She stated she was not hear to speak to the character of her father because he had enough people
7 in attendance to speak to that. She reported she was a member of a small, select group that has
8 served as a Councilmember and on the Charter Commission. Rather, she directed her comments
9 to the Council and noted the Charter Commission was a separate body for a reason. She noted
10 there has been contention between the City Council and the Charter Commission for years. She
1 1 encouraged the Council to be civil and to handle matters professionally. She stated she believed
12 in the work being done by the Charter Commission even though she no longer lives in the
13 community. She encouraged the City Council to not lose the value of the Charter Commission
14 but rather to work together for the betterment of the community.
15
16 Jerry Peterson, 8125 Red Oak Drive, stated he has been on the Charter Commission for just over
17 four years. He explained during this time he has not seen the type of behavior that was falsely
18 accused by the City Council at their June Yd worksession meeting. He wondered where the
19 Council got this information. He stated he was shocked by the Council's behavior at the June 3rd
20 worksession meeting. He indicated each Councilmember made false statements about the
21 Charter Commission members. He commented on a report that was provided to the Council at
22 the worksession meeting and requested this report be provided to the public. He stated the work
23 on the Charter Commission was tedious and somewhat boring. He feared the Council had
24 created such a hostile environment that residents would not want to serve on the Charter
25 Commission. He questioned why the Council had violated their own code of ethics and stated he
26 looked forward to receiving a report from City staff.
27
28 Wudnesh Gelett Etaffa, 8106 Groveland Road, stated she lived three houses down from Jonathan
29 Thomas's home. She explained she bought her home in 1997. She discussed her experiences
30 with Jonathan over the years and stated he was a man of high integrity that was always willing to
31 help his friends and neighbors. She stated she was a Christian that moved to the United States
32 from Ethiopia. She indicated she has never seen a person walking the Word of God like
33 Jonathan Thomas.
34
35 Barbara Haake, 3024 County Road I, stated she has lived in Mounds View for the past 53 years.
36 She explained she watched the May 21St Charter Commission meeting, along with the June 3rd
37 Council worksession. She indicated she did not see anything that was disrespectful but noted the
38 respect of the Mounds View citizens still had to be taken into consideration. She questioned why
39 this was being brought out in such a public forum. She stated it may have been better for the
40 Council to discuss the issues directly with Jonathan Thomas and Brian Amundsen, versus the
41 manner in which the Council proceeded. She feared if the Council had some other ulterior
42 motive. She explained she appreciated the City's Charter and the work that had been done by
43 Mr. Thomas and Mr. Amundsen.
44
Mounds View City Council June 10, 2019
Regular Meeting Page 5
1 Grace Thomas, 8040 Groveland Road, stated she has lived in her home in Mounds View for
2 close to 40 years. She explained she was married to Jonathan Thomas and indicated she was
3 humbled by her friends that have made statements regarding the personal value of her husband
4 and Brian Amundsen. She thanked the Council, City Attorney and City Administrator for
5 listening. It was her hope something like this would not occur in the City she loves, ever again.
6
7 Kay Mori, 8141 Red Oak Court, stated she has lived in this community for 40+ years. She
8 thanked the Council for all that they do for the community. She encouraged the Council and the
9 City to move forward in a positive manner and with forgiveness.
10
11 Paul Thomas, 5487 Landmark Circle, explained he has lived in Mounds View since he was five
12 years old. He noted he was Jonathan Thomas's son. He stated he was confused by the emotion
13 that has been brought up regarding the slanderous comments that were made about his father and
14 Brian Amundsen. He commented his dad has forgotten more than he will ever learn in his entire
15 life and was a very wise man. He encouraged the Council to see the value of having a senior
16 member on the Charter Commission and to see the value of the Charter Commission.
17
18 Mayor Mueller stated based on the discussion of the Council at their June 3rd meeting staff was
19 directed to contact Brian Amundsen and Jonathan Thomas requesting their resignation. She
20 explained the Council was concerned about how uncomfortable some of the Charter Commission
21 members were at the May 21St meeting. She reported the members were so uncomfortable that
22 the Chair resigned and two other members contacted the City Administrator stating they would
23 not stay on the Commission if the senior members remained. She offered an analogy regarding
24 plants in a garden and discussed how the Council was working to assist the Charter Commission
25 in order to allow the group to thrive. She explained the Council had given the Charter
26 Commission direction regarding Special Elections and noted this group had struggled with how
27 to address this issue. She stated it was difficult for her to watch the new Charter Commission
28 Chair not be supported in her role by the senior members on the Charter Commission. She
29 understood that both members would like to continue to serve. She reported the Council has next
30 steps as to the senior Charter Commission members. She noted the Council would continue to
31 debate this matter. She was sorry and apologized to the residents of the community for the action
32 that was taken, but stated she believed it was necessary in order to allow the Charter Commission
33 to thrive. She indicated this was a very difficult decision for the Council to make. She thanked
34 all of the members of the community that came forward and voiced their concerns.
35
36 Mayor Mueller recessed the City Council meeting at 7:22 p.m.
37
38 Mayor Mueller reconvened the City Council meeting at 7:28 p.m.
39
4o 7. SPECIAL ORDER OF BUSINESS
41 A. SWPPP.
42
43 Public Works Director Peterson reviewed the City's Storm Water Pollution Prevention Program
44 with the Council. He explained the City was required to provide this information to the public
45 on a yearly basis to comply with permit requirements. He discussed how important it was for
Mounds View City Council June 10, 2019
Regular Meeting Page 6
1 communities to manage stormwater runoff and explained how the Clean Water Act has improved
2 the regions waterways. He reviewed the amount of water that fell in 2018 noting it was the
3 wettest year on record. He discussed the stormwater do's and don'ts. He encouraged
4 homeowners to keep leaves and grass clippings out of the streets and away from storm drains.
5 He provided further comment on the 2018 BMP activities and asked for comments or questions.
6
7 Council Member Gunn asked if the City has had any further problems with flushable wipes.
8 Public Works Director Peterson explained this continues to be a concern and encouraged
9 residents to throw away wipes versus flushing them into the sanitary sewer system.
10
11 Mayor Mueller requested further information regarding the high level of groundwater. Public
12 Works Director Peterson explained the ground always had groundwater but noted the high levels
13 of rain and snow in the last year, there was nowhere for the water to go. He reported there was
14 supposed to be two feet of separation between groundwater and infiltration basins. He
15 commented at this time, there may be only six inches. He commented the groundwater was quite
16 high throughout the City and noted it would take time for the level of the groundwater to be
17 reduced.
18
19 Barbara Haake, Rice Creek Watershed District representative, thanked staff for the excellent
20 report. She discussed how groundwater levels were high all over the metro area.
21
22 B. Announcement from the City Administrator.
23
24 City Administrator Zikmund read an email he received from the Minnesota Women in
25 Government. He explained Council Member Gunn had been chosen by the Minnesota Women
26 in Government Board as the winner for the Minnesota Women in City Government Leadership
27 Award for an Elected Official. He explained this award would be presented to Council Member
28 Gunn at the upcoming League of Minnesota Cities Conference in Duluth, Minnesota. A round of
29 applause was offered by all in attendance.
30
31 Mayor Mueller congratulated Council Member Gunn for her efforts on behalf of the community
32 and the region.
33
34 8. COUNCIL BUSINESS
35 A. Public Hearing: Temporary Liquor Licenses to Allow Ole Piper Inn and
36 Barley John's Brew Pub to Sell and Distribute On -Sale Intoxicating Liquor
37 at the Mounds View Festival in the Park.
38
39 This item was removed from the agenda as no application was received.
40
41 Mayor Mueller opened the public hearing at 7:46 p.m.
42
43 Theresa Cermak, 2085 Hillview Road, Apartment #1, explained Ole Piper Inn was not interested
44 in providing liquor service for Festival in the Park. She reported the Eagle's in New Brighton
45 were also not interested. She commented she would be speaking with Barley John's about
Mounds View City Council June 10, 2019
Regular Meeting Page 7
1 selling and distributing on -sale liquor at Festival in the Park.
2
3 Hearing no further public input, Mayor Mueller closed the public hearing at 7:48 p.m.
4
5 B. Resolution 9115, Approving the Renewal of Mounds View Liquor Licenses.
6
7 City Administrator Zikmund requested the Council approve the renewal of Mounds View liquor
8 licenses. He explained staff had completed all necessary investigations for the six requested
9 licenses and was recommended approval. He noted Moe's had requested a payment plan and
10 requested the Council direct staff on how to proceed with this matter.
11
12 Council Member Gunn asked which bill Moe's was requesting a payment plan for. Finance
13 Director Beer reported this was for Moe's water bill. He noted the City had not ever allowed for
14 a payment plan in the past.
15
16 Council Member Meehlhause stated he had concerns with the proposed payment plan and
17 wondered if Moe's would be able to pay their next quarterly water bill. He noted this was not this
18 establishment's first delinquency with its bills.
19
20 MOTION/SECOND: Hull/Gunn. To Waive the Reading and Adopt Resolution 9115,
21 Approving the Renewal of Mounds View Liquor Licenses.
22
23 Council Member Hull stated either way the City would be made whole and for this reason, he
24 supported the liquor licenses moving forward.
25
26 Council Member Gunn explained she would be willing to move forward if Moe's had a more
27 detailed payment plan.
28
29 Mayor Mueller stated she spent the last 20 years of her professional career in collections with a
30 major retailer. She indicated payment plans were negotiated when appropriate. She explained
31 she did not believe a payment plan was appropriate for this business. She feared it would lead to
32 other establishments requesting payment plans. She reported the liquor license process was not a
33 surprise to Moe's owner as the liquor license was due at the same time each year. She requested
34 the Resolution be amended to indicate approval of the licenses with conditions that all businesses
35 have passed their fire inspections and that all businesses have fees paid to the City no later than
36 June 30, 2019.
37
38 AMENDMENT/SECOND: Mueller/Meehlhause. To require all businesses to have their fire
39 inspections completed, and that all businesses have fees paid to the City no later than June 30,
40 2019.
41
42 Ayes — 2 Nays — (Bergeron, Gunn & Hull) Amendment failed.
43
44 AMENDMENT/SECOND: Gunn/Bergeron. To have all liquor license businesses be allowed to
45 have one year of payment plans and after that time, must budget accordingly for all City bills and
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Mounds View City Council June 10, 2019
Regular Meeting Page 8
fees.
Finance Director Beer asked if the City could make the liquor license conditioned on making
payments per the payment plan. City Attorney Riggs reported this could be done. He advised
the Council they had the discretion to deviate from City Ordinance to allow for a payment plan to
be put in place.
Council Member Bergeron offered a friendly amendment to the amendment stating this was a
onetime deal for Moe's.
Council Member Gunn accepted this friendly amendment.
Ayes — 1 Nays — 1 (Mueller) Amendment carried.
Council Member Meehlhause commented in past years the City has had situations with fire
inspections. He noted this was not the first time this Resolution has been before the Council
where issues still had to be remedied by June 30tH
Ayes — 5 Nays — 0
Amended Motion carried.
C. Resolution 9116, Approving the Renewal of Mounds View Business Licenses
(Non -Liquor).
City Administrator Zikmund requested the Council approve the renewal of the Mounds View
business licenses. He reviewed the businesses requesting renewals and noted there were several
that had pending items that had to be resolved by June 30tH
Council Member Gunn asked if Curbside had requested a business license. City Administrator
Zikmund reported this business had not requested a renewal and noted he would reach out to this
business.
MOTION/SECOND: Gunn/Hull. To Waive the Reading and Adopt Resolution 9116,
Approving the Renewal of Mounds View Business Licenses (Non -Liquor).
Ayes — 5 Nays — 0 Motion carried.
D. Resolution 9123, Approving the Bid and Awarding a Contract to Dering
Pearson Group for the City Hall/Police Remodel Project.
Public Works Director Peterson requested the Council approve the bid and award a contract to
Dering Pearson Group for the City Hall/Police remodeling project. He explained staff has been
working on this project for some time and in May the Council authorized the project to be bid.
He reported the low bid was submitted by Dering Pearson for a total of $259,691. He further
discussed the improvements that would be completed at City Hall and at the Police Department
including the alternates for this project. The project timeline was reviewed with the Council and
Mounds View City Council June 10, 2019
Regular Meeting Page 9
1 staff recommended approval of the contract.
2
3 Mayor Mueller asked why the City would have to pay SAC charges. Public Works Director
4 Peterson stated this was because a new shower facility would be added.
5
6 Council Member Meehlhause requested further information on the differences between the hard
7 and soft interview areas. Public Works Director Peterson discussed the differences between the
8 hard and soft interview rooms within the Police Department.
9
1 o MOTION/SECOND: Meehlhause/Bergeron. To Waive the Reading and Adopt Resolution
11 9123, Approving the Bid and Awarding a Contract to Dering Pearson Group for the City
12 Hall/Police Remodel Project.
13
14 Ayes — 5 Nays — 0 Motion carried.
15
16 E. Resolution 9124, Approving the Replacement of Roof Top Unit #4 at City
17 Hall.
18
19 Public Works Director Peterson requested the Council approve the replacement of roof top unit
20 #4 at City Hall. He explained the fan for this unit failed last week. He noted this unit was 21
21 years old and was in need of replacement. He indicated this expense was not budgeted for 2019
22 and noted a budget adjustment would be required to fund this rooftop unit expense. Staff
23 provided further comment on the roof top unit replacement and recommended approval.
24
25 Council Member Bergeron questioned what the life expectancy was for this roof top unit. Public
26 Works Director Peterson reported these units typically last 15 to 20 years.
27
28 MOTION/SECOND: Hull/Bergeron. To Waive the Reading and Adopt Resolution 9124,
29 Approving the Replacement of Roof Top Unit #4 at City Hall.
30
31 Ayes — 5 Nays — 0 Motion carried.
32
33 9. REPORTS
34 A. Reports of Mayor and Council.
35
36 Council Member Gunn thanked everyone who showed up at Von Hansen's last Saturday for the
37 Mounds View Police Foundation fundraiser. She estimated the event raised just over $300.
38
39 Council Member Gunn stated on Monday, June 17th there would be a bike safety rally sponsored
40 by the Mounds View Police Department at the Library from 3:00 p.m. to 5:00 p.m. She
41 explained bike helmets would be available for $10 and a drawing would be held for a girl's bike
42 and a boy's bike.
43
44 Council Member Gunn reported the Festival in the Park Committee would meet next on
45 Tuesday, June 18th at 7:00 p.m. at the Mounds View Community Center.
Mounds View City Council June 10, 2019
Regular Meeting Page 10
1
2 Council Member Meehlhause stated the YMCA Advisory Committee met last Monday where it
3 was noted a part-time senior programmer was hired. He noted summer programming at the
4 YMCA began this week. He reviewed the field and event center usage for 2019 with the Council.
5
6 Council Member Meehlhause reviewed his upcoming meeting schedule. He explained the
7 Mounds View Business Council would be meeting on Wednesday, June 12th at the Mermaid at
8 7:30 a.m. He noted he would be attending an NYFS Executive Committee meeting on Thursday,
9 June 13th and an NYFS HR Committee meeting on Wednesday, June 19th
10
i l Council Member Bergeron stated he attended a Cable Commission meeting last week. He noted
12 CenturyLink had under paid on their franchise fees and would be making an adjustment. He
13 cautioned people from signing contracts with cable companies as they may have language that
14 includes the placement of wireless infrastructure on homes. He explained the National League of
15 Cities was working with the FCC to address this concern.
16
17 Council Member Bergeron requested staff be directed to compose a letter of condolences and
18 support to the Council, staff and residents of Virginia Beach, Virginia for the recent events that
19 occurred at their municipal facility.
20
21 MOTION/SECOND: Bergeron/Gunn. To direct staff to compose a letter of condolences and
22 support to the Council, staff and residents of Virginia Beach, Virginia for the recent events that
23 occurred at their municipal facility.
24
25 Ayes — 5 Nays — 0 Motion carried.
26
27 Mayor Mueller stated she had several conversations over the weekend regarding barking dogs.
28 She encouraged residents with concerns to contact City Hall to make the Code Enforcement
29 Officer aware of the matter.
30
31 Mayor Mueller explained she was also contacted by residents concerning the high-water table
32 and sump pumps that were running 24 hours a day. She indicated she was praying for a dry spell
33 to allow the water in the City to dry up.
34
35 Mayor Mueller reported the Ramsey County League of Local Government would be meeting on
36 Thursday, June 131h in Shoreview at 5:00 p.m.
37
38 Mayor Mueller commented Festival in the Park would be held at Silver View Park this year on
39 Saturday, August 171h
40
41 Mayor Mueller indicated the splash pad at City Hall Park was nearing completion. She
42 anticipated the splash pad would be open shortly after the 41h of July.
43
44 Council Member Hull reported some landlords were not completing background checks and were
45 not fixing buildings. He asked what the City could do to help these residents. City
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1 Administrator Zikmund stated he had forwarded these concerns to Community Development
2 Director Sevald and Jacob Martin requesting they pull together a summary of how to address
3 these matters. He suggested the Council discuss this matter further at an upcoming worksession
4 meeting.
5
6 Mayor Mueller encouraged residents to visit the corner of Groveland and Arden where Ernie and
7 Janette Laport have two lending libraries. She noted Janette does a story time every other
8 Tuesday beginning at 10:00 a.m. She noted story time would be held on Tuesday, June 11th, June
9 25th, July 91h, July 23rd, August 6th and August 201h at 10:00 a.m.
10
11 B. Reports of Staff.
12
13 Public Works Director Peterson stated an informational Open House would be held for the
14 residents along Long Lake Road on Tuesday, June 11th to discuss the upcoming street
15 improvements. He explained the Fire House pavement was done and the Silver View Park had
16 the first lift of asphalt. He reported seal coating work would begin on Monday, June 17th
17
18 Public Works Director Peterson updated the Council on the splash pad and noted this amenity
19 should be open for use by early July.
20
21 Mayor Mueller recommended a ribbon cutting ceremony be held for the splash pad.
22
23 City Administrator Zikmund reported the EDA would be meeting on Monday, June 24th at 5:30
24 p.m.
25
26 City Administrator Zikmund explained he was continuing to visit Tires N'More to investigate
27 that property and has not yet been able to make contact with a property owner.
28
29 City Administrator Zikmund reported the new traffic car began service on June 10th and would be
30 dedicated solely to traffic stops.
31
32 1. Charter Commission Membership
33
34 City Administrator Zikmund discussed the concerns that were raised regarding the Charter
35 Commission. He explained the Council was concerned with the functionality and high level of
36 turnover on this Commission. He stated he has attended every Commission meeting since he
37 began serving as the City Administrator. He noted he had recruited new members and a new
38 Chair. He discussed the meetings he held with the new Chair to immerse her in the rules and
39 procedures of this group. He reported the new Chair served at the March meeting and resigned
40 shortly after the May meeting. He commented he received notice from two other Charter
41 Commission members that they too would be resigning. He stated in his May 281h report to the
42 Council he expressed concern with the functionality of this group along with the ability to find
43 and retain members. The Council then directed staff to place this item on a worksession agenda.
44 He explained the City Attorney has spoken to the importance of having a full compliment on the
45 Charter Commission in order to be functional. He reported staff was directed by the Council to
Mounds View City Council June 10, 2019
Regular Meeting Page 12
1 contact Mr. Amundsen and Mr. Thomas requesting each resign their position from the Charter
2 Commission and that a letter be directed to the judge stressing the need for a functional group.
3 He noted he reached out to Mr. Amundsen and Mr. Thomas last Tuesday. City Administrator
4 Zikmund explained this group has gone from a full complement down to three members again.
5
6 City Attorney Riggs thanked City Administrator Zikmund for his thorough report on this matter.
7 He explained he had worked with Mr. Amundsen and Mr. Thomas for many years. He respected
8 both gentlemen but explained something within this group had to change whether that was the
9 removal of members or changing of members in order for this group to be functional. He
10 commented he worked with three other Charter Commissions and none operate the way Mounds
11 View does. He stated it was very important to have a full compliment in order to make
12 recommendations and decisions. He indicated it has taken decades for the City to reach a full
13 compliment and now the group was down three members again. He stated he did not know what
14 the perfect solution was. He anticipated the Council would have to deal with the members that
15 were on the group in order to make this group functional again. He explained the Council had the
16 right to make recommendations to the judge in order to get a full compliment on the Charter
17 Commission.
18
19 Council Member Gunn suggested the Mayor, City Attorney, City Administrator, and one other
20 Council Member sit down with Mr. Amundsen and Mr. Thomas to discuss the situation further,
21 along with the the Charter members who would be resigning their positions.
22
23 Council Member Meehlhause supported this recommendation stating this would be a good
24 starting point.
25
26 MOTION/SECOND: Gunn/Meehlhause. To direct staff to hold a meeting between the Mayor,
27 City Attorney Riggs, City Administrator Zikmund, and Council Member Bergeron with Brian
28 Amundsen and Jonathan Thomas to discuss the situation further, along with the former Chair of
29 the Charter Commission and the other members that would be resigning their positions.
30
31 City Administrator Zikmund stated he tried to reach out to the members that want to resign their
32 position and indicated these members may not want to attend a sit-down meeting to further
33 discuss this situation.
34
35 Ayes — 5 Nays — 0 Motion carried.
36
37 Mary Kay Walsh-Kaczmarik, 8345 Pleasant View Drive, suggested the Council clarify what the
38 Charter Commission should be doing and what the goals are for this organization.
39
40 Council Member Gunn stated she did not want this to be the discussion, but rather wanted an
41 open meeting to be held to address the personality issues that needed to be resolved.
42
43 Council Member Hull explained he did not want to be receiving any further emails or seeing any
44 other comments being raised regarding the City Administrator.
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Mounds View City Council
Regular Meeting
C. Reports of City Attorney.
City Attorney Riggs had nothing additional to report.
10. Next Council Work Session:
Next EDA Meeting:
Next Council Meeting:
11. ADJOURNMENT
The meeting was adjourned at 9:23 p.m.
Transcribed by:
Heidi Guenther
TimeSaver Off Site Secretarial, Inc.
June 10, 2019
Page 13
Monday, July 1, 2019, at 6:30 p.m.
Monday, June 24, 2019, at 5:30 p.m.
Monday, June 24, 2019, at 6:30 p.m.
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
APPROVING JUST AND CORRECT
CLAIMS AGAINST CITY FUNDS
WHEREAS, the City of Mounds View, pursuant to Minnesota Statute
412.141, has full authority over the financial affairs of the City and;
WHEREAS, the City Council has reviewed the claim number
19172 through 19180 in the amount of $ 53,510.50
144780 through 144854 in the amount of $ 272,680.57
TOTAL AMOUNT OF CLAIMS PRESENTED $ 326,191.07
And has found said claims to be just and correct;
It was moved that the City Council of Mounds View hereby approve the
attached list of claims dated 06/25/2019 by the vote ayes nays.
Finance Directo
6/18/2019
9:46 AM
DIRECT EATABLES CHECK REGISTER
PAGE: 1
PACKET:
02199
Ck Date
6-20-2019 - 8
S4'
VENDOR SET:
01
City of
Mounds View **** CHECK LISTING ****
1 1 C.c%.L
✓
BANK:
PYBNK
Western
Bank
VENDOR
I.D.
NAME
CHECK
TYPE
CHECK
DATE
DISCOUNT AMOUNT
CHECK
ND#
CHECK
AMOUNT
------ —
A3035
— —------------------------------
-- —-----------------------------------------------
AFLAC
—
- —
— --- —
— — —---------------
I-51020190620
RD103 AFLAC
R
6/20/2019
20.46
019172
1-52020190620
RD103 AFLAC
R
6/20/2019
48.60
019172
69,06
L7160
The Lincoln Nat'l Life Insuranc
I-61020190620
LTD 91588135
R
6/20/2019
739,61
019173
739.61
L7165
The Lincoln National Life
Insur
I-30120190620
Life Ins 4400238774
R
6/20/2019
808.89
019174
808.89
*VOID*
019175
VOID CHECK
V
6/20/2019
019175
**VOID**
M7152
MN Child Support Payment
Center
I-99520190620
Case #0015244278
R
6/20/2019
813.10
019176
813.10
M7152
MN Child Support Payment
Center
I-99720190620
CASE # 00145440110L
R
6/20/2019
423.07
019177
423.07
M7156
MN Child Support Payment
Center
1-99020190620
#001511549601
R
6/20/2019
222.B8
01917E
222,88
S4107
Secure Benefits Systems Corp.
1-50020190620
Flex Medical
R
6/20/2019
271,52
019179
I-5032DI90620
Flex Daycare
R
6/20/2019
961.50
019179
1,233.02
** B A N K T O T A L S **
NO#
DISCOUNTS
CHECK AMT
REGULAR CHECKS:
7
0.00
4,309. 63
HANDWRITTEN CHECKS:
0
0.00
0.00
PRE -WRITE CHECKS:
D
0.00
0.00.
DRAFTS:
D
0.00
0.00
VOID CHECKS:
1
0.00
0.00
NON CHECKS:
0
0,00
0.00
CORRECTIONS:
0
0.00
0,00
TOTAL APPLIED
4,309. 63
0.00
0.00
0.00
0,00
0.00
0.00
BANK TOTALS: 8 0.00 �' 9, 309.63 4,309.63
6/18/2019 2:58 PM DIRECT PAYABLES CHECK REGISTER
PACKET: 02202 July Health Partners Chec
VENDOR SET: 01 City of Mounds View ****.CHECK LISTING-****
BANK: PYBNK Western Bank
CHECK CHECK CHECK
VENDOR I.D. NAME TYPE DATE DISCOUNT AMOUNT NO#
H3000
Health
Partners
I-90214888
Health
Partners
R
6/19/2019
PAGE
: 1
CHECK
AMOUNT
49�200.87 019180 49,200.87
** B A N K T O T A L S **
NO#
DISCOUNTS
CHECK AMT
TOTAL APPLIED
REGULAR CHECKS:
1
0.00
49,200.87
49,200.87
HANDWRITTEN CHECKS:
0
0.00
0.00
0,00
PRE -WRITE CHECKS:
0
0,00
0.00
0.00
DRAFTS:
0
0.00
0.00
0.00
VOID CHECKS:
0
0.00
0.00
0.00
NON CHECKS:
0
0.00
0,00
0.00
CORRECTIONS:
0
0.00
0.00
0,00
BANK TOTALS: 1 0.00 49,200.87 49,200.87
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
VENDOR SET: 01 City of
Mounds
View
BANK: * ALL BANKS
DATE RANGE: 0/00/0000 THRU
99/99/9999
CHECK
CHECK
CHECK
CHECK
VENDOR I.D.
NAME
STATUS
DATE AMOUNT
DISCOUNT NO
STATUS
AMOUNT
C-CHECK
VOID
CHECK
V
6/25/2019
144792
C-CHECK
VOID
CHECK
V
6/25/2019
144793
C-CHECK
VOID
CHECK
V
6/25/2019
144794
C-CHECK
VOID
CHECK
V
6/25/2019
144795
C-CHECK
VOID
CHECK
V
6/25/2019
144814
C-CHECK
VOID
CHECK
V
6/25/2019
144817
C-CHECK
VOID
CHECK
V
6/25/2019
144818
C-CHECK
VOID
CHECK
V
6/25/2019
144826
C-CHECK
VOID
CHECK
V
6/25/2019
144827
* * T 0 T A L S * *
NO
INVOICE
AMOUNT
DISCOUNTS
CHECK
AMOUNT
REGULAR CHECKS:
0
0.00
0.00
0.00
HAND CHECKS:
0
0.00
0.00
0.00
DRAFTS:
0
0.00
0.00
0.00
EFT:
0
0.00
0.00
0.00
NON CHECKS:
0
0.00
0.00
0.00
VOID CHECKS:
9 VOID
DEBITS
0.00
VOID
CREDITS
0.00
0.00
0.00
TOTAL ERRORS: 0
NO
INVOICE
AMOUNT
DISCOUNTS
CHECK
AMOUNT
VENDOR SET: 01 BANK: *
TOTALS:
9
0.00
0.00
0.00
BANK: * TOTALS:
9
0.00
0.00
0.00
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
2
VENDOR
SET: 01 City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE: 0/00/0000 THRU
99/99/9999
CHECK
CHECK
CHECK CHECK
VENDOR
I.D.
NAME
STATUS DATE
AMOUNT
DISCOUNT NO
STATUS AMOUNT
1
JAHNKE, LOLA L
I-000201906117075
US REFUND
R 6/25/2019
144780
700 1152
UTILITY DELQ, RECIEVABLE
17-4310-00
111,72
111,72
1
JOHNSON, BRYANT/JODI
1-000201906117076
US REFUND
R 6/25/2019
144781
700 1152
UTILITY DELQ. RECIEVABLE
06-0680-02
157,50
157,50
1
PROCTOR, DONALD
1-000201906117077
US REFUND
R 6/25/2019
144782
700 1152
UTILITY DELQ. RECIEVABLE
05-0130-00
41,33
41,33
1
Cary orDiane Becker
I-201906207088
Escrow Rfn
R 6/25/2019
144783
100 2320
DEPOSIT PAYABLE
Cary orDiane Becker:
1,000.00
1,000.00
A5045
Allina Health System
I-II10025477
Heartsafe Package
R 6/25/2019
144784
100 4200-1600
OPERATING SUPPLIES
Heartsafe Package
462.00
462.00
A7007
Anoka County Treasury Office
I-HVIYSQ12019
Traffic Signal -Anoka Co.
R 6/25/2019
144785
100 4475-5130
REPAIRS, EQUIPMENT
'Traffic Signal -Anoka
18,79
18,79
A7027
Anton Group LLC
1-5982
PW Blinds
R 6/25/2019
144786
480 4470-7030
EQUIPMENT
PW Blinds
91513,00
91513,00
A7585
Aspen Mills
I-238428
Shirt, Patches, Jacket M.W.
R 6/25/2019
144787
100 4200-3070
COPS EVENTS
Shirt, Patches, Jack
136,70
I-238709
COPS -Reserve Equipment M.W.
R 6/2.5/2019
144787
100 4200-3070
COPS EVENTS
Name Tag. Mark W.
8,85
I-238710
Shirt, Jacket, Name Tag: A.O.
R 6/25/2019
144787
100 4200-3070
COPS EVENTS
Shirt, Jacket, Name
163,55
I-238711
Shirt, Patch, Name Tag: J.S.
R 6/25/2019
144787
100 4200-3070
COPS EVENTS
Shirt, Patch, Name T
96.70
405.80
B4000
Beisswenger's Do It Best
I-175936
Flat Pearl Paint Brushes
R 6/25/2019
144788
100 4360-1210
SUPPLIES, BUILDINGS 4 GROUNDS
Flat Pearl Paint Bru
29,18
I-180262
Keys for R.C. Compost Site
R 6/25/2019
144788
100 4360-1600
OPERATING SUPPLIES
Keys for R.C. Compos
2.98
I-180299
Tree Watering Supplies
R 6/25/2019
144788
100 4380-1200
SUPPLIES, LANDSCAPING
Tree Watering Suppli
28.27
60.43
6/20/2019
10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
VENDOR
SET:
01 City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE:
0/00/0000 THRU
99/99/9999
CHECK
CHECK CHECK CHECK
VENDOR
I.D.
NAME STATUS DATE
AMOUNT
DISCOUNT NO STATUS AMOUNT
B4910
Bjorklund Compensation Consult
I-00004048
Records Tech/Evidence Tech R 6/25/2019
144789
100
4160-3030
OTHER PROFESSIONAL SERVICES Records Tech/Evidenc
145.00
145,00
C3221
Central Turf & Irrigation Soup
I-6065333-00
Roundup for Parks R 6/25/2019
144790
100
4360-1210
SUPPLIES, BUILDINGS & GROUNDS Roundup for Parks
172.42
I-GO65353-00
MVCC Irrigation -Poly Com REDTE R 6/25/2019
144790
252
4350-1210
SUPPLIES, BUILDING & GROUNDS MVCC Irrigation -Poly
23,10
I-6065426-00
CH Irrigation R 6/25/2019
144790
100
4360-1210
SUPPLIES, BUILDINGS & GROUNDS INS PVC Pro Span,Cou
61,90
257,42
C4510
Cintas
I-4023256834
MVCC Linens, Mats, Towels R 6/25/2019
144791
252
4730-3030
OTHER PROFESSIONAL SERVICES Linens
6,41
252
4350-2410
MAINTENANCE;MATS, TOWELS, MOPS, EMats
42,91
252
4350-1600
OPERATING SUPPLIES Mop Heads, Towels
36.43
I-4023443191
Mats & Towels R 6/25/2019
144791
100
4360-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
12,29
100
4410-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
0,95
100
4460-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
1,53
100
4465-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
4,00
100
4470-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
7,35
100
4472-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
6,11
100
4475-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
1,24
252
4350-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
4.95
700
4823-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
10.40
700
4825-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
4.00
730
4823-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
13.82
745
4415-2410
MAINTENANCE;MATS,TOWELS,MOPS,EMats & Towels
4.95
745
4417-2410
MAINTENANCE;MATS,'TOWELS,MOPS,EMats & Towels
1.15
I-4023443238
Uniforms & Clothing R 6/25/2019
144791
100
4360-2400
UNIFORM & CLOTHING Uniforms & Clothing
10,23
100
4410-2400
UNIFORM & CLOTHING Uniforms & Clothing
0,79
100
4460-2400
UNIFORMS & CLOTHING Uniforms & Clothing
1,27
100
4465-2400
UNIFORMS & CLOTHING Uniforms & Clothing
3,33
100
4470-2400
UNIFORMS & CLOTHING Uniforms & Clothing
6,11
100
4472-2400
UNIFORMS & CLOTHING Uniforms & Clothing
5.08
100
4475-2400
UNIFORMS & CLOTHING Uniforms & Clothing
1,03
252
4350-2400
UNIFORM & CLOTHING Uniforms & Clothing
4,11
700
4823-2400
UNIFORM & CLOTHING Uniforms & Clothing
8,65
700
4825-2400
UNIFORM & CLOTHING Uniforms & Clothing
3,33
730
4823-2400
UNIFORM & CLOTHING Uniforms & Clothing
11,50
745
4415-2400
UNIFORM & CLOTHING Uniforms & Clothing
4,11
745
4417-2400
UNIFORM & CLOTHING Uniforms & Clothing
0.97
1-4023721494
MVCC Linens, Mats, Towels... R 6/25/2019
144791
252
4730-3030
OTHER PROFESSIONAL SERVICES MVCC Linens
11.17
252
4350-2410
MAINTENANCE.; MATS, TOWELS, MOPS, EMats
42.91
J
6/20/2019
10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
VENDOR
SET:
01 City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE:
0/00/0000 THRU
99/99/9999
CHECK
CHECK CHECK CHECK
VENDOR
I.D.
NAME STATUS DATE
AMOUNT
DISCOUNT NO STATUS AMOUNT
C4510
Cintas CONT
I-4023721494
MVCC Linens, Mats, Towels... R 6/25/2019
144791
252
4350-1600
OPERATING SUPPLIES Mop heads, 'Towels
36.43
I-4023918741
Mats & Towels R 6/25/2019
144791
100
4360-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
11.28
100
4410-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
0.87
100
4460-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
1.40
100
4465-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
3.67
100
4470-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
6.74
100
4472-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
5.61
100
4475-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
1.13
252
4350-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
4.54
700
4823-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
9,54
700
4825-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
3,67
730
4823-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
12,68
745
4415-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
4,54
745
4417-2410
MAINTENANCE; MATS,TOWELS,MOPS,EMats & Towels
1,07
I-4023918753
CH Mats R 6/25/2019
144791
100
4160-1600
OPERATING SUPPLIES CH Mats
37,92
I-4023918785
Uniforms & Clothing R 6/25/2019
144791
100
4360-2400
UNIFORM & CLOTHING Uniforms & Clothing
10.23
100
4410-2400
UNIFORM & CLOTHING Uniforms & Clothing
0.79
100
4460-2400
UNIFORMS & CLOTHING Uniforms & Clothing
1.27
100
4465-2400
UNIFORMS & CLOTHING Uniforms & Clothing
3.33
100
4470-2400
UNIFORMS & CLOTHING Uniforms & Clothing
6.11
100
4472-2400
UNIFORMS & CLOTHING Uniforms & Clothing
5.08
100
4475-2400
UNIFORMS & CLOTHING Uniforms & Clothing
1.03
252
4350-2400
UNIFORM & CLOTHING Uniforms & Clothing
4,11
700
4823-2400
UNIFORM & CLOTHING Uniforms & Clothing
8,65
700
4825-2400
UNIFORM & CLOTHING Uniforms & Clothing
3,33
730
4823-2400
UNIFORM & CLOTHING Uniforms & Clothing
11,50
745
4415-2400
UNIFORM & CLOTHING Uniforms & Clothing
4,11
745
4417-2400
UNIFORM & CLOTHING Uniforms & Clothing
0,97
474,68
C8505
Crysteel Truck Equipment, Inc.
I-F44594
PW4834 Labor checked wiring... R 6/25/2019
144796
730
4823-1220
SUPPLIES, VEHICLES Checked wiring, Remo
142,50
I-F44662
PW#837 Repair Magnet R 6/25/2019
144796
730
4823-1230
SUPPLIES, EQUIPMENTP PW#837 Repair Magnet
228,75
371,25
D8020
Doug's Power Equipment
I-231318
Parks Weed Whip R 6/25/2019
144797
100
4360-1230
SUPPLIES, EQUIPMENT Parks Weed Whip
15,47
15,47
6/20/2019 10:00 AM A/P HISTORY CHECK REPORT PAGE: 5
VENDOR SET: 01 City of Mounds View
BANK: ADORN US Bank
DATE RANGE: 0/00/0000 THRU 99/99/9999
CHECK
VENDOR
I.D.
NAME
STATUS DATE
D8050
Duke's Root Control, Inc.
1-15480
ITRACKER (Wi Fi)
R 6/25/2019
730 4823-5130
REPAIRS, EQUIPMENT
ITRACKER (WSFi)
D8065
Dyna-Pak Corporation
I-0034650
Parks Garbage Bags
R 6/25/2019
100 4360-1210
SUPPLIES, BUILDINGS & GROUNDS
Parks Garbage Bags
E4050
Ehlers & Associates, Inc
I-80411
General Consulting
R 6/25/2019
230 4650-3030
OTHER PROFESSIONAL. SERVICES
Developer Project
1-80482
Skyline Redevelopment
R 6/25/2019
230 4650-3030-035
Skyline Development
Skyline Redevelopmen
E7500
Rayla Ewald
I-201906187079
Cell phone,EE Apprec. lunch...
R 6/25/2019
100 4130-3800
MILEAGE & PARKING
St, Cloud Clerks Con
100 4130-3100
TELEPHONE
Cell Phone
100 4130-1230
SUPPLIES, EQUIPMENT
Employee Apprec Lune
100 4130-3610
MEMBERSHIPS
SURE Membership
F1010
Factory Motor Parts Co.
I-1-5989456
PW#318/319 Filters
R 6/25/2019
100 4360-1230
SUPPLIES, EQUIPMENT
PW#318/319 Filters
1-41-506154
PD#0116
R 6/25/2019
100 4465-1220
SUPPLIES, VEHICLES
PD#0116
F2056
First Call
I-3298-326812
PW Stock: Lights
R 6/25/2019
100 4465-1220
SUPPLIES, VEHICLES
Lights
I-3298-327230
PD# 0116 Oil
R 6/25/2019
100 4465-1700
MOTOR FUELS & LUBRICANTS - UNLPD#
0116 Oil
F4520
Flexible Pipe Tool Company
I-23730
➢ulldog Anti -Blast Nozzle
R 6/25/2019
730 4823-1230
SUPPLIES, EQUIPMENT
Bulldog Anti -Blast N
P6725
4 Seasons Tree Care, Inc.
I-8159
4 Locust Trees & Stumps
R 6/25/2019
100 4380-3520
TREE REMOVAL
Hillview Drive
G8020
Grainger
I-9188948930
MVCC Flag, PW Flag
R 6/25/2019
252 4350-1210
SUPPLIES, ➢UILDING & GROUNDS
MVCC
100 4460-1210
SUPPLIES, BUILDINGS & GROUNDS
PW
I-9194318938
Wheels for Pressure Washer
R 6/25/2019
100 4465-1220
SUPPLIES, VEHICLES
Wheels for Pressure
I-9197362891
Safety Signs -1st Aid Stations
R 6/25/2019
CHECK CHECK CHECK
AMOUNT DISCOUNT NO STATUS AMOUNT
144798
6,957.00 6,457.00
194799
639.
00
639.00
194800
295.00
144800
2, 143,75 21388,75
149801
23. 37
00. 00
39. 82
199. 00 557,19
194802
5.60
144802
9 .98 20,58
199803
7 .5A
144803
59.94 67.48
14A804
3,
785
.35
3, 785.35
144805
1, 825.00
1,
825.00
f[[F:iR:i
71.01
71.01
144806
33.40
144806
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
6
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
- PAGE:
VENDOR
SET:
Ol City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE:
0/00/0000 THEN
99/99/9999
CHECK
CHECK CHECK CHECK
VENDOR
I.D.
NAME
STATUS
DATE
AMOUNT
DISCOUNT NO STATUS AMOUNT
K3000
Kennedy & Graven, CharCONT
I-148823
Non Retainer
R
6/25/2019
144813
100
4110-3030
OTHER PROFESSIONAL SERVICES
Charter
Commission
39.00
100
4160-3010
GENERAL LEGAL SERVICES
Code
Update/Revision
11155,00
485
4470-3030
OTHER PROFESSIONAL SERVICES
Street
Improvement P
16.50
100
4160-3010
GENERAL LEGAL SERVICES
Tires
N
More
136.50
100
4160-3030
OTHER PROFESSIONAL SERVICES
Gray
V.
Ramsey Cty S
16.50
100
4160-3010
GENERAL LEGAL SERVICES
St.
of
MN vs. Nelson
181.50
730
4823-7050
CONSTRUCTION
2019
Sewer
Rehab Pro
351.00
I-148825
Retainer
R
6/25/2019
144813
100
4160-3010
GENERAL LEGAL SERVICES
Retainer
2,020.30
6,971.30
L1320
MN Dept of Labor & Industry
I-ALR00960681
Annual CH Elevator License
R
6/25/2019
144815
100
4460-5110
REPAIRS, BUILDINGS & GROUNDS Annual
CH Elevator L
100,00
100.00
L5015
League of Minnesota Cities Ins
I-201906187080
2019 WE Insurance
R
6/25/2019
144816
100
4100-0500
WORKERS COMPENSATION
2019
WC
Insurance
43,87
100
4130-0500
WORKERS COMPENSATION
2019
WC
Insurance
355,73
100
4150-0500
WORKERS COMPENSATION
2019
WC
Insurance
324,21
100
4180-0500
CORKERS COMPENSATION
2019
WC
Insurance
473,75
100
4200-0500
WORKERS COMPENSATION
2019
WC
Insurance
22,004.29
100
4360-0500
WORKERS COMPENSATION
2019
WC
Insurance
2,279.98
100
4380-0500
WORKERS COMPENSATION
2019
WC
Insurance
37.2E
100
4410-0500
WORKERS COMPENSATION
2019
NO
Insurance
358.40
100
4460-0500
WORKERS COMPENSATION
2019
WC
Insurance
207.42
100
4465-0500
WORKERS COMPENSATION
2019
NO
Insurance
448,00
100
4470-0500
WORKERS COMPENSATION
2019
WC
Insurance
1,974.51
100
4472-0500
WORKERS COMPENSATION
2019
WC
Insurance
lr520.95
100
4475-0500
WORKERS COMPENSATION
2019
WE
Insurance
352.43
210
4350-0500
WORKERS COMPENSATION
2019
WE
Insurance
53,76
230
4650-0500
WORKERS COMPENSATION
2019
WE
Insurance
140,07
252
4350-0500
WORKERS COMPENSATION
2019
WE
Insurance
537,40
255
4350-0500
WORKERS COMPENSATION
2019
WC
Insurance
52,11
290
4420-0500
WORKERS COMPENSATION
2019
WC
Insurance
15,45
700
4820-0500
WORKERS COMPENSATION
2019
WC
Insurance
68,80
700
4823-0500
WORKERS COMPENSATION
2019
WE
Insurance
1,586.45
700
4825-0500
WORKERS COMPENSATION
2019
WC
Insurance
254,59
730
4820-0500
WORKERS COMPENSATION
2019
WE
Insurance
69,21
730
4823-0500
WORKERS COMPENSATION
2019
WE
Insurance
11659,78
740
4416-0500
WORKERS COMPENSATION
2019
WC
Insurance
62,62
745
4415-0500
WORKERS COMPENSATION
2019
WC
Insurance
565.82
745
4417-0500
WORKERS COMPENSATION
2019
WC
Insurance
135.12
I-201906187081
2018 Premium Pmt
R
6/25/2019
144816
100
4100-4800
INSURANCE & BONDS
City
Council
118.87
100
4160-4800
INSURANCE & BONDS
Central
Services
3,291.91
100
4200-4800
INSURANCE & BONDS
Police
10,881,57
7
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
VENDOR
SET: 01 City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE: 0/00/0000 THRU
99/99/9999
CHECK
VENDOR
I.D.
NAME
STATUS DATE
L5015
League of Minnesota CiCONT
1-201906187081
2018 Premium Pmt
R 6/25/2019
100 4350-4800
INSURANCE & BONDS
Recreation
100 4360-4800
INSURANCE & BONDS
Parks
100 4460-4800
INSURANCE & BONDS
Buildings
100 4470-4800
INSURANCE & BONDS
Streets
230 4650-4800
INSURANCE & BONDS
E.D.A
252 4730-4800
INSURANCE & BONDS
Banquet Center
252 4732-4800
INSURANCE & BONDS
YMCA
252 4736-4800
INSURANCE & BONDS
Creative Kids
700 4823-4800
INSURANCE & BONDS
Water Fund
730 4823-4800
INSURANCE & BONDS
Sewer Fund
740 4416-4800
INSURANCE & BONDS
Street Light
745 4415-4800
INSURANCE & BONDS
Storm Water
L7650
Leffler Companies, Inc.
I-313310B
PW Copier
R 6/25/2019
700 4823-3030
OTHER PROFESSIONAL SERVICES PW Copier
M0900
M.T.I. Distributing, Inc.
I-1205025-00
Lely Fertilizer Spreader
R 6/25/2019
100 4360-1230
SUPPLIES, EQUIPMENT
Lely Fertilizer Spre
M1227
MailFinance
I-N7755963
Postage Machine Lease
R 6/25/2019
100 4160-4010
RENTAL, EQUIPMENT
Postage Machine Leas
M1345
Mansfield Oil Company
I-21326918
Unleaded
R 6/25/2019
100 4465-1701
MOTOR FUELS & LUBRICANTS -
DSLUnleaded
I-21326928
Diesel
R 6/25/2019
100 4465-1701
MOTOR FUELS & LUBRICANTS -
DSLDiesel
I-21326938
Unleaded
R 6/25/2019
100 4465-1701
MOTOR FUELS & LUBRICANTS -
DSLUnleaded
I-21326944
Diesel
R 6/25/2019
100 4465-1701
MOTOR FUELS & LUBRICANTS -
DSLDiesel
M1495
Mark's Welding & Fabricating
I-201906197086
Weld Soccer Net
R 6/25/2019
100 4360-5110
REPAIRS, BUILDINGS & GROUNDS
Weld Soccer Net
M1505
Martin -McAllister
I-12428
PW Conference, 360 Survey...
R 6/25/2019
100 4160-3030
OTHER PROFESSIONAL SERVICES Public Safety Assess
PAGE:
CHECK
CHECK
CHECK
AMOUNT
DISCOUNT
NO
STATUS
AMOUNT
274.33
2,743,26
280.19
33,88
8.69
384.06
36,11
256,04
870.90
335.05
64,60
31,54
59.77
291.20
955,07
2, 955,90
3,223,65
7,05
039,90
60.00
5, 350.00
149816
60, 903.00
44819
59,77
49820
291.20
194821
455.07
199822
99822
94822
94822
81336,50
99823
60,00
49824
5,350.00
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
9
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
PAGE:
10
VENDOR
SET: 01 City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE: 0/00/0000 THRU
99/99/9999
CHECK
CHECK
CHECK CHECK
VENDOR
I.D.
NAME
STATUS DATE
AMOUNT
DISCOUNT NO
STATUS AMOUNT
M5300
Midway Ford Company
I-376282
PDH143 Throttle, Gasket...
R 6/25/2019
144831
100 4465-1220
SUPPLIES, VEHICLES
PD#143 Throttle, Gas
127,24
127,24
M5730
MN Occupational Health
I-316074
Drug Screening
R 6/25/2019
144B32
100 4160-3030
OTHER PROFESSIONAL SERVICES
Drug Screening
722,00
722,00
M7321
MN Dept of Health
I-805332
2019 Hospitality Fee
R 6/25/2019
144833
252 4730-3030
OTHER PROFESSIONAL SERVICES
2019 Hospitality Fee
40,00
40,00
N5820
North Suburban Access Corporat
I-2019-093
Webstreaming, CableCasting
R 6/25/2019
144834
210 4350-3030
OTHER PROFESSIONAL SERVICES
webstreaming, CableC
515.25
515.25
N8525
Nystrom Publishing Co.
I-41929
Newsletter Summer 2019
R 6/25/2019
144835
100 4160-3300
POSTAGE
Newsletter Summer 20
922.89
100 4160-3430
PRINTING
Newsletter Summer 20
2,498.30
3,421.19
05510
On Site Companies - OSSTC
C-0000762695
1 Restroem credit
R 6/25/2019
144836
100 4360-4030
PORTABLE TOILETS
1 Restreom credit
10.18CR
I-0000773103
Parks and Lakeside
R 6/25/2019
144836
100 4360-4030
PORTABLE TOILETS
Parks
880,00
255 4350-4030
PORTABLE TOILETS
Parks
67,00
936,82
05531
Optum Health
I-10199025382
May COBRA 2019
R 6/25/2019
144837
100 4160-3030
OTHER PROFESSIONAL SERVICES
May COBRA 2019
76.25
76.25
P6750
Pomp's Tire Service, Inc.
1-210413627
Mower Tires
R 6/25/2019
144838
100 4360-1220
SUPPLIES, VEHICLES
Mower Tires
435.00
435.00
P7281
Pro-Tec Design, Inc.
I-92058
PW Security System
R 6/25/2019
144839
100 4460-5110
REPAIRS, BUILDINGS & GROUNDS
IN Security System
261.25
261.25
P7282
Pro -Tech Security Systems
I-201906207089
MVCC Alarm Repairs
R 6/25/2019
144840
252 4350-5110
REPAIRS, BUILDINGS 5 GROUNDS
MVCC Alarm Repairs
475,00
475.00
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
VENDOR
SET: 01 City of
Mounds View
BANK:
AISNK US Bank
DATE RANGE: 0/00/0000 THRU
99/99/9999
CHECK
VENDOR
I.D.
NAME
STATUS DATE
AMOUNT
P7285
ProPet Distributors, Inc.
I-126205
Bag Dispenser
R 6/25/2019
100 4360-1210
SUPPLIES, BUILDINGS & GROUNDS Bag Dispenser
109,35
R3002
Ramsey County
I-EMCOM-007715
Fleet Support - May
R 6/25/2019
100 4200-3055
INFORMATION SYSTEM FEES
Fleet Support - May
149.76
I-EMCOM-007730
May Fleet Support PW
R 6/25/2019
700 4823-3100
TELEPHONE
May Fleet Support PW
7.28
745 4415-3100
TELEPHONE
May Fleet Support PW
7.28
730 4823-3100
TELEPHONE
May Fleet Support PW
7.28
I-EMCOM-007744
911 Dispatch May
R 6/25/2019
100 4200-3055
INFORMATION SYSTEM FEES
911 Dispatch May
6,555.74
I-EMCOM-007761
CAD Services - May
R 6/25/2019
100 4200-3055
INFORMATION SYSTEM FEES
CAD Services - May
1,343.70
I-PRRRV-001172
2nd QTR Election Contract
R 6/25/2019
100 4140-3030
OTHER PROFESSIONAL SERVICES
2nd QTR Election Con
5,583.00
54350
Brian Schultes
I-201906187083
Stone Mountain-Grizz
R 6/25/2019
100 4200-3080
VETERINARY SERVICES
Stone Mountain-Grizz
200,32
57520
Spring Lake Park Fire Departme
I-201906187084
Fire Protection -June
R 6/25/2019
100 4210-3032
CONTRACTUAL FIRE SERVICES
Fire Protection -June
37,613,00
T4400
Timesaver Off Site Secretarial
I-M24821
CC/EDA May 28, CC June 10
R 6/25/2019
100 4100-3030
OTHER PROFESSIONAL SERVICES
CC/EDA May 28, CC Ju
503,75
T5000
Toll Gas 6 Welding Supply
I-40101483
Propane -Welding
R 6/25/2019
700 4823-1600
OPERATING SUPPLIES
Propane -Welding
22.33
T6010
TransUnion Risk and Alternativ
I-201906187085
Person Search - May
R 6/25/2019
100 4200-3030
OTHER PROFESSIONAL SERVICES
Person Search - May
50,00
T6020
Tra££ix Graphix, Inc.
I-6879
Lettering on Equipment
R 6/25/2019
100 4465-1230
SUPPLIES, EQUIPMENT
Lettering on Equipme
90,00
T6022
Trane
I-39963627
CH HVAC
R 6/25/2019
100 4460-5130
REPAIRS, EQUIPMENT
CH HVAC
675,85
PAGE:
CHECK
CHECK
CHECK
DISCOUNT NO
STATUS
AMOUNT
144841
109,35
144842
144842
144842
144842
144842
13,654.04
144843
200.32
144844
37,613.00
144845
503,75
144B46
22.33
144647
50.00
144848
90,00
144849
675,85
6/20/2019 10:00 AM
A/P HISTORY CHECK REPORT
_
PAGE: 12
VENDOR
SET: 01 City of
Mounds View
BANK:
APBNK US Bank
DATE RANGE: 0/00/0000 THRU
99/99/9999
CHECK
CHECK
CHECK CHECK
VENDOR
I.D.
NAME
STATUS DATE
AMOUNT
DISCOUNT NO
STATUS AMOUNT
T6100
Tri State Bobcat
I-A58488
PW# 320 Relay Switch
R 6/25/2019
144850
100 4360-1230
SUPPLIES, EQUIPMENT
PW$ 320 Relay Switch
65,99
65,99
W0565
Walters Recycling & Refuse Inc
I-0003888643
Garbage and Recycling
R 6/25/2019
144851
100 4460-3530
REFUSE COLLECTION
CH/PD/PW
626.21
252 4350-3530
REFUSE COLLECTION
MVCC
284.63
290 4420-3530
REFUSE COLLECTION
Recycling
189.70
1,100.54
W5060
Wil-Kil
I-3628682
MVCC Pest Control Contract
R 6/25/2019
144852
252 4350-5110
REPAIRS, BUILDINGS & GROUNDS
MVCC Pest Control Co
59,50
I-3628716
CH Pest control contract
R 6/25/2019
144852
100 4460-3030
OTHER PROFESSIONAL SERVICES
CH Pest control cant
46,75
1-3632258
PW Pest Control Contract
R 6/25/2019
144852
100 4460-3030
OTHER PROFESSIONAL SERVICES
PW Pest Control Cent
60.00
166.25
Z2040
Zee Medical Service
1-54051030
Medical Cabinets & Supplies
R 6/25/2019
144853
100 4160-1600
OPERATING SUPPLIES
Medical Cabinets & S
1,290.60
1,290.60
Z6000
Nyle Zikmund
I-201906197087
CH Plants, Parking
R 6/25/2019
144854
100 4160-1600
OPERATING SUPPLIES
CH Plants
389.74
100 4130-3630
TRAINING & CONFERENCES
Parking:Dept Rev, Fi
3,45
393,19
* * T 0 T A L S * *
T
NO
INVOICE AMOUNT
DISCOUNTS
CHECK AMOUNT
REGULAR CHECKS:
66
272, 680.57
0.00
272, 680.57
HAND CHECKS:
0
0,00
0.00
0,00
DRAFTS:
0
0,00
0.00
0.00
EFT:
0
0,00
0.00
0,00
NON CHECKS:
0
0,00
0.00
0,00
VOID CHECKS:
0 VOID DEBITS
0.00
VOID CREDITS
0.00 0.00
0,00
OTAL ERRORS: 0
6/20/2019 10:00 AM A/P HISTORY CHECK REPORT
VENDOR SET: 01 City of Mounds View
BANK: APBNK US Bank
DATE RANGE: 0/00/0000 THRU 99/99/9999
** G/L ACCOUNT TOTALS **
G/L ACCOUNT NAME AMOUNT
100
2320
DEPOSIT PAYABLE
1, 000.00
100
4100-0500
WORKERS COMPENSATION
43,87
S00
4100-3030
OTHER PROFESSIONAL SERVICES
503,75
100
4100-4800
INSURANCE 5 BONDS
118,87
100
4110-3030
OTHER PROFESSIONAL SERVICES
39.00
100
4130-0500
WORKERS COMPENSATION
355.73
100
4130-1230
SUPPLIES, EQUIPMENT
139.82
100
4130-3100
TELEPHONE
100.00
100
4130-3610
MEMBERSHIPS
194.00
100
4130-3630
TRAINING & CONFERENCES
3.45
100
4130-3800
MILEAGE & PARKING
123.37
100
4140-3030
OTHER PROFESSIONAL SERVICES
5,583.00
100
4150-0500
WORKERS COMPENSATION
324.21
100
4160-1600
OPERATING SUPPLIES
1,863.74
100
4160-3010
GENERAL LEGAL SERVICES
3,512.80
100
4160-3030
OTHER PROFESSIONAL SERVICES
6,309.75
100
4160-3300
POSTAGE
922.89
100
4160-3430
PRINTING
2,498.30
100
4160-4010
RENTAL, EQUIPMENT
455.07
100
4160-4800
INSURANCE & BONDS
3,291.91
100
4180-0500
WORKERS COMPENSATION
473.75
100
4200-0500
WORKERS COMPENSATION
22,004,29
100
4200-1600
OPERATING SUPPLIES
604,40
100
4200-3020
PROSECUTING ATTORNEY SERVICES
6,125.00
100
4200-3030
OTHER PROFESSIONAL SERVICES
50,00
100
4200-3055
INFORMATION SYSTEM FEES
8,049.20
100
4200-3070
COPS EVENTS
405.BO
100
4200-3080
VETERINARY SERVICES
200,32
100
4200-3630
TRAINING & CONFERENCES
850.00
100
4200-4800
INSURANCE & BONDS
11F003.07
100
4210-3032
CONTRACTUAL FIRE SERVICES
37,613.00
100
4350-4800
INSURANCE & BONDS
274.33
100
4360-0500
WORKERS COMPENSATION
2,279.98
100
4360-1210
SUPPLIES, BUILDINGS & GROUNDS
1,137.15
100
4360-1220
SUPPLIES, VEHICLES
435,00
100
4360-1230
SUPPLIES, EQUIPMENT
418,25
300
4360-1600
OPERATING SUPPLIES
998,74
300
4360-2400
UNIFORM & CLOTHING
20,46
S00
4360-2410
MAINTENANCE;MATS,TOWELS,MOPS,E
23,57
S00
4360-4030
PORTABLE TOILETS
869,82
100
4360-4800
INSURANCE & BONDS
2,743.26
100
4360-5110
REPAIRS, BUILDINGS & GROUNDS
60,00
100
4380-0500
WORKERS COMPENSATION
37,28
100
4380-1200
SUPPLIES, LANDSCAPING
2B.27
100
4380-3520
TREE REMOVAL
11825,00
100
4410-0500
WORKERS COMPENSATION
35B.40
PAGE: 13
6/20/2019 10:00 AM A/P HISTORY CHECK REPORT
VENDOR SET: 01 City of Mounds View
BANK: APBNK US Bank
DATE RANGE: 0/00/0000 THEN 99/99/9999
** G/L ACCOUNT TOTALS **
G/L ACCOUNT NAME AMOUNT
100
4410-2400
❑NI FORM & CLOTHING
1.58
100
4410-2410
MAINTENANCE;MATS,TOWELS,MOPS,E
1.82
100
4460-0500
WORKERS COMPENSATION
207.42
100
4460-1210
SUPPLIES, BUILDINGS & GROUNDS
434.17
100
4460-1600
OPERATING SUPPLIES
96,74
100
4460-2400
UNIFORMS & CLOTHING
2,54
100
4460-2410
MAINTENANCE; MATS,TOWELS,MOPS,E
2,93
100
4460-3030
OTHER PROFESSIONAL SERVICES
106,75
100
4460-3530
REFUSE COLLECTION
626,21
100
4460-4800
INSURANCE & BONDS
1,280.19
100
4460-5110
REPAIRS, BUILDINGS & GROUNDS
361,25
100
4460-5130
REPAIRS, EQUIPMENT
675.85
100
4465-0500
WORKERS COMPENSATION
448,00
100
4465-1220
SUPPLIES, VEHICLES
273,16
100
4465-1230
SUPPLIES, EQUIPMENT
90.00
300
4465-1700
MOTOR FUELS & LUBRICANTS - UNL
59.94
100
4465-1701
MOTOR FUELS & LUBRICANT'S - DSL
8,336.50
100
4465-2400
UNIFORMS & CLOTHING
6.66
100
4465-2410
MAINTENANCE;MATS,'TOWELS,MOPS,E
7.67
100
4470-0500
WORKERS COMPENSATION
1,974.51
100
4470-2400
UNIFORMS & CLOTHING
12,22
100
4470-2410
MAINTENANCE;MATS, TOWELS, MOPS, E
14,09
100
4470-4800
INSURANCE & BONDS
11133,88
100
4472-0500
WORKERS COMPENSATION
1,520.95
100
4472-2400
UNIFORMS & CLOTHING
10,16
100
4472-2410
MAINTENANCE;MATS,TOWELS,MOPS,E
11,72
100
4475-0500
WORKERS COMPENSATION
352,43
100
4475-2400
UNIFORMS & CLOTHING
2,06
100
4475-2410
MAINTENANCE;MATS,TOWELS,MOPS,E
2,37
100
4475-5130
REPAIRS, EQUIPMENT
18,79
*** FUND TOTAL ***
144,344.43
210
4350-0500
WORKERS COMPENSATION
53,76
7.10
4350-3030
OTHER PROFESSIONAL SERVICES
515,25
'*** FUND TOTAL ***
569,01
230
2320
DEPOSIT PAYABLE
354.50
230
4650-0500
WORKERS COMPENSATION
140.07
230
4650-3030
OTHER PROFESSIONAL SERVICES
245.00
230
4650-3030-035
Skyline Development
4,686.75
230
4650-4800
INSURANCE & BONDS
118.69
*** FUND TOTAL ***
5,545.01
252
4350-0500
WORKERS COMPENSATION
537.40
252
4350-1210
SUPPLIES, BUILDING & GROUNDS
131.47
252'4350-1600
OPERATING SUPPLIES
142,64
PAGE: 14
6/20/2019 10:00 AM A/P HISTORY CHECK REPORT
VENDOR SET: 01 City of Mounds View
BANK: APBNK US Bank
DATE RANGE: 0/00/0000 TBRU 99/99/9999
PAGE: 15
**
G/L
ACCOUNT
TOTALS **
G/L
ACCOUNT
NAME
AMOUNT
252
A350-2400
UNIFORM & CLOTHING
8.22
252
4350-2410
MAINTENANCE; MATS,TOYIELS,MOPS,E
95,31
252
4350-3530
REFUSE COLLECTION
284,63
252
4350-5110
REPAIRS, BUILDINGS & GROUNDS
534.50
252
4730-3030
OTHER PROFESSIONAL SERVICES
57.58
252
4730-4800
INSURANCE & BONDS
384.06
252
4732-4800
INSURANCE & BONDS
736.11
252
4736-4800
INSURANCE & BONDS
256.04
*** FUND TOTAL ***
3,167.96
255
4350-0500
WORKERS COMPENSATION
52..11
255
4350-4030
PORTABLE TOILETS
67.00
*** FUND TOTAL ***
119.11
290
4420-0500
WORKERS COMPENSATION
15.45
290
4420-3530
REFUSE COLLECTION
189.70
*** FUND TOTAL ***
205.15
451
4470-7050
CONSTRUCTION
3,359.14
*** FUND TOTAL ***
31359,14
980
4470-7030
EQUIPMENT
91513,00
*** FUND TOTAL ***
91513,00
485
4470-3030
OTHER PROFESSIONAL SERVICES
16,50
*** FUND TOTAL ***
16,50
700
1152
UTILITY DELQ, RECIEVABLE
310.55
700
4820-0500
WORKERS COMPENSATION
68,80
700
4823-0500
WORKERS COMPENSATION
11586,45
700
4823-1240
SUPPLIES, STREETS
635.13
700
4823-1250
SUPPLIES, UTILITIES
56.91
700
4823-1600
OPERATING SUPPLIES
22.33
700
4823-2400
UNIFORM & CLOTHING
17.30
700
4823-2410
MAINTENANCE; MATS,TOWELS,MOPS,E
19.94
700
4823-3030
OTHER PROFESSIONAL SERVICES
59.77
700
4823-3100
TELEPHONE
7,28
700
4823-4800
INSURANCE & BONDS
11870,90
700
4825-0500
WORKERS COMPENSATION
254,59
700
4825-2400
UNIFORM & CLOTHING
6,66
700
4825-2410
MAINTENANCE;MATS,TOWELS,MOPS,E
7,67
*** FUND TOTAL ***
41924,28
730
3721
SAC CHARGES
21460,15
730
4820-0500
WORKERS COMPENSATION
69,21
730
4823-0500
WORKERS COMPENSATION
1,659.78
6/20/2019 10:00 AM A/P HISTORY CHECK REPORT PAGE: 16
VENDOR SET: 01 City of Mounds View
BANK: APBNK US Bank
DATE RANGE: 0/00/0000 THEN 99/99/9999
** G/L ACCOUNT TOTALS **
G/L ACCOUNT NAME AMOUNT
730
4823-12.20
SUPPLIES, VEHICLES
142.50
730
4823-1230
SUPPLIES, EQUIPMENT
4,014.10
730
4823-2400
UNIFORM & CLOTHING
23.00
730
4823-2410
MAINTENANCE;MATS,TOWELS,MOPS,E
26,50
730
4823-3030
OTHER PROFESSIONAL SERVICES
16,50
730
4823-3100
TELEPHONE
7,28
730
4823-3230
WASTE WATER DISPOSAL
82,666,06
730
4823-4800
INSURANCE & BONDS
11335,05
730
4823-5130
REPAIRS, EQUIPMENT
61457,00
730
4823-7050
CONSTRUCTION
351.00
*** FUND TOTAL ***
99,228,13
740
4416-0500
WORKERS COMPENSATION
62.62
740
4416-4800
INSURANCE & BONDS
164,60
*** FUND 'DOTAL ***
227.22
745
4415-0500
WORKERS COMPENSATION
565.82
745
4415-2400
UNIFORM & CLOTHING
8.22
745
4415-2410
MAINTENANCE; MATS,TOWELS,MOPS,E
9.49
745
4415-3100
TELEPHONE
7.28
745
4415-4800
INSURANCE & BONDS
731.54
745
4417-0500
WORKERS COMPENSATION
135.12
745
4417-2400
UNIFORM & CLOTHING
1.94
745
4417-2410
MAINTENANCE;NATS, TOWELS I MOPS, E
2.22
*** FUND TOTAL ***
1,461.63
NO
INVOICE
AMOUNT
DISCOUNTS
CHECK AMOUNT
VENDOR SET: 01 BANK:
APBNK TOTALS:
66
272,680,57
0,00
272,680.57
BANK: APBNK TOTALS:
66
272,680,57
0,00
272,680,57
REPORT TOTALS:
66
272,680,57
0.00
272,680.57
Item No: 5.C.
MOUNDs i tE ` r Meeting Date: June 24, 2019
�/l��/ Type of Business: Council Consent
Administrator review:
City of Mounds View Staff Report
To: Honorable Mayor and City Council
From: Rayla Sue Ewald, Human Resources Coordinator
Item Title/Subject: Resolution 9129, Approving Severance for Maggie Hicks
Police Support Manager
Introduction:
Maggie Hicks resigned from her position effective June 21, 2019. Ms. Hicks was
employed by the City since September 27, 2016. Attached is Resolution 9129, which
authorizes severance to Ms. Hicks in accordance with the City's Personnel Manual.
Discussion:
Section 3.47 of the Personnel Manual indicates that employees who resign shall be
compensated for any accrued and unused vacation hours and, with two or more years
of service employees are eligible to receive a payout of sick leave subject to the terms
and provisions addressed in Section 3.45(A) regarding the Retirement Health Savings
Plan (RHSP). Non-exempt police personnel are also subject to 3.45(B) which directs
100% of vacation compensation to the RHSP.
The followina represents severance eliaible to Ms. Hicks:
Strategic Plan Strategy/Goal:
Create a culture where employees desire to work.
Financial Impact:
The amount of severance pay is estimated to be $4,027.78.
Recommendation:
Staff recommends approval of Resolution 9129 authorizing severance to Maggie Hicks
pursuant to the Mounds View Personnel Manual.
Respectfully submitted,
Rayla Sue Ewald
Human Resources Coordinator
The Mounds View Vision
A Thriving Desirable Community
Hours
Hourly rate
Payout
Vacation Hours
27.74
$30.30
$ 420.26 cash payout
$ 420.26 into RHSP
50% of Sick Leave
55.19
$30.30
$1,672.26 into RHSP
Compensatory Time
50.00
$30.30
$1,515.00 cash payout
Total Severance:
$4,027.78
Strategic Plan Strategy/Goal:
Create a culture where employees desire to work.
Financial Impact:
The amount of severance pay is estimated to be $4,027.78.
Recommendation:
Staff recommends approval of Resolution 9129 authorizing severance to Maggie Hicks
pursuant to the Mounds View Personnel Manual.
Respectfully submitted,
Rayla Sue Ewald
Human Resources Coordinator
The Mounds View Vision
A Thriving Desirable Community
RESOLUTION NO 9129
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
APPROVING SEVERANCE FOR MAGGIE HICKS, POLICE SUPPORT MANAGER
WHEREAS, Maggie Hicks has resigned as Police Support Manager for the City
of Mounds View, her last day of employment is June 21, 2019; and
WHEREAS, in accordance with the Mounds View Personnel Manual section
345(A), Ms. Hicks is eligible to receive 50% of her sick leave hours deposited into her
Retirement Health Savings Plan; and
WHEREAS, in accordance with the Mounds View Personnel Manual section
345(B) Ms. Hicks will receive 50% of her vacation compensation deposited into her
Retirement Health Savings Plan and 50% paid in cash; and
WHEREAS, Ms. Hicks balance of accrued and unused vacation is 27.74 hours
and her sick leave balance is 110.38 hours; and
and
WHEREAS, Ms. Hicks balance of accrued and unused comp time is 50.00 hours;
WHEREAS, Ms. Hicks rate of pay upon resignation was $30.30 per hour.
NOW, THEREFORE, BE IT RESOLVED that the Mounds View City Council
approves severance to Maggie Hicks consistent with the Mounds View Personnel
Manual as follows:
Adopted this 24t" day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
The Mounds View Vision
A Thriving Desirable Community
Hours
Hourly rate
Payout
Vacation Hours
27.74
$30.30
$ 420.26 cash payout
$ 420.26 into RHSP
50% of Sick Leave
55.19
$30.30
$1,672.26 into RHSP
Compensatory Time
50.00
$30.30
$1,515.00 cash payout
Total Severance:
$4,027.78
Adopted this 24t" day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
The Mounds View Vision
A Thriving Desirable Community
MOU__N_DitSVVfVW
City of Mounds View Staff Report
Item No: 5.D.
Meeting Date: June 24, 2019
Type of Business: Consent Agenda
City Administrator Review:
To: Honorable Mayor and City Council
From: Rayla Sue Ewald, Human Resources Coordinator
Item Title/Subject: Resolution 9130, Approving Revised Job Description and
Authorizing Advertisement of the Police Records/Evidence
Technician Position
Introduction:
The Police Administrative Assistant and the Police Support Manager positions have
both been vacated effective June 21, 2019.
Discussion:
The Police Administrative Assistant position will be filled effective June 25th as approved
by Resolution 9125. The Mounds View Police Department and the Human Resources
Department have evaluated the Police Support Manager position and would like to
return the position to a non -supervisory role and post the vacancy. Elements from the
Police Support Manager position have been merged into the former Police
Records/Evidence Technician job description (attached). Following is the suggested
pay range for the Police Records/Evidence Technician position:
Level Level 1.5 Level Level Level Level
$22.39 $23.09 $23.79 $25.19 $26.59 $27.99
Strategic Plan Strategy/Goal:
Create a culture where employees desire to work.
Financial Impact:
Eliminating the supervisory function and returning the position strictly to an
administrative function will reduce the 2020 budget by approximately $4,500.
Recommendation:
Staff recommends approval of Resolution 9130, a revised job description and
authorizing advertisement of the Police Records/Evidence Technician position.
Respectfully submitted,
Rayla Sue Ewald
Human Resources Coordinator
The Mounds View Vision
A Thriving Desirable Community
RESOLUTION NO. 9130
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
APPROVING REVISED JOB DESCRIPTION AND AUTHORIZING ADVERTISEMENT
OF THE POLICE RECORDS/EVIDENCE TECHNICIAN POSITION
WHEREAS, the Mounds View Police Department and the Human Resources
Department have evaluated the Police Support Manager position and would like to
return the position to a non -supervisory role; and
WHEREAS, elements from the Police Support Manager position have been
merged into the former Police Records/Evidence Technician job description; and
WHEREAS, the suggested pay range for the Police Records/Evidence
Technician position are as follows:
Level Level 1.5 Level Level Level Level
$22.39 $23.09 $23.79 $25.19 $26.59 $27.99
NOW, THEREFORE, BE IT RESOLVED, that the City Council hereby approves
staff to advertise for the position of Police Records/Evidence Technician.
Adopted this 24th day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
The Mounds View Vision
A Thriving Desirable Community
CITY OF MOUNDS VIEW
POSITION DESCRIPTION
Position Title:
Police Records/Evidence Technician
Department:
Police
Accountable To:
Chief of Police
FLSA Status:
Non -Exempt
PRIMARY OBJECTIVE OF POSITION
Maintain a variety of police records and files in an updated and accurate status at all
times to ensure ready access to information as required or requested. Act as Terminal
Agency Coordinator (TAC) for the Department, complying with state and federal
requirements for training and auditing. Disseminate important information as needed.
Manage police property room.
SUPERVISION RECEIVED
Receive general work direction and guidance from the Deputy Chief and Chief of Police.
SUPERVISION EXERCISED
None.
ESSENTIAL DUTIES AND RESPONSIBILITIES
TERMINAL AGENCY COORDINATOR (TAC)/RECORDS MANAGEMENT
• Act as Terminal Agency Coordinator (TAC) for the Department, complying with
state and federal requirements for training, auditing, and validations.
• Responsible for MINCIS-NCIC entry of computerized records ensuring
compliance with state and federal regulations.
• Compile statistical information for crime prevention reports, weekly crime
summary and crime free multi -housing updates.
• Maintain knowledge of Government Data Practices Act and process data
requests, researching matters as required. Respond to requests by court
personnel, attorneys, insurance companies, probation officers, social service
agencies, local businesses and others.
• Provide services to all members of the police department, including proofreading
materials for accuracy, taking messages, processing routine correspondence and
transcription.
• Provide appropriate service to other governmental agencies and the public,
respond to inquiries and complaints, receive and route calls, emails and faxes.
• Process, file and classify incident reports to ensure compliance with established
procedures.
0 Attend seminars or review information provided by the BCA to keep abreast of
Police Records/Evidence Technician
June 24, 2019
Page 2
changes that occur in specifications for classifying and reporting of police related
activities.
• Compile various monthly and year-end reports, outlining the activities of the
department for the review and information of the Chief.
• Clear cases following disposition by the courts and ensure that all related records
are brought up to date and forwarded to the appropriate state agency.
• Obtain drivers license checks and criminal history profiles from the computer
bank as required and ensure that all data is handled in a confidential and
professional manner.
• Responsible for Criminal History Record Maintenance.
• Responsible for maintenance of office equipment, arranging for repair and any
training required.
PUBLIC RELATIONS
Deal with the public, other departments and agencies in telephone and counter
contacts ensuring proper follow through and resolution of problems.
Assist and refer residents to appropriate agencies regarding matters such as
victim's services, court procedures, human services and general information.
Respond to telephone and in-person inquiries in a manner which ensures prompt
assistance, confidentiality and appropriate follow through.
ADMINISTRATIVE/PROPERTY ROOM
• Research and prepare reports and draft correspondence as requested by Police
Department personnel.
• Submit monthly validations and supplemental reports (SRS) to BCA.
• Maintain and oversee Criminal Justice Records System(CJRS) e -reports and e -
charging documents.
• Act as administrator for all BCA systems available to personnel including the
portal and launchpad training site for all officers.
• Responsible for Data Practices and records retention issues involving the
collection, security and dissemination of records.
• Process evidence and property insuring proper packaging, receipting and that
the chain of custody is intact.
• Accept, record, and maintain record system of all physical evidence and
lost/found property taken into custody by the Police Department.
• Maintain a log on all property that was destroyed, converted or donated.
Dispose of evidence or lost/found property in accordance with state and
department policy regarding property disposition.
Police Records/Evidence Technician
June 24, 2019
Page 3
PERIPHERAL DUTIES
• Keep the Deputy Chief and Chief of Police informed on all matters which must be
known to effectively manage department operations.
• Perform other responsibilities as delegated.
• Maintain good judgment in controlling communication to ensure that no
confidential or inappropriate information is released.
• May serve on adhoc or standing committees as necessary.
• Assist officers with crime prevention and outreach programs.
EDUCATION AND EXPERIENCE
MINIMUM QUALIFICATIONS
(A) High School Diploma or equivalent GED
(B) Must possess or be able to obtain State of Minnesota terminal operator's
certification
(C) Minimum of two years clerical or records management experience
(D) Must pass background investigation
(E) Must possess by time of hire, a valid Minnesota Driver's License
DESIRED QUALIFICATIONS
(A) Associates or Bachelor's degree.
(B) Previous experience in a law enforcement clerical or administrative position.
NECESSARY KNOWLEDGE, SKILLS AND ABILITIES
(A) Working knowledge of office procedures.
(B) Sound knowledge and experience with computer software packages, particularly
Microsoft Office systems and management information systems.
(C) Strong business writing skills and the ability to communicate effectively with staff
and residents.
(D) Ability to simultaneously work on multiple projects and meet deadlines.
SPECIAL REQUIRMENTS
Ability to attain certification in the Criminal Justice Data Network (CJDN)
Ability to attain certification in the Criminal Justice Information System (CJIS)
Notary
TOOLS AND EQUIPMENT USED
Phone system; personal computer, including word processing software; copy machine;
postage machine; fax machine; portable radio for communications to patrol officers;
calculator.
Police Records/Evidence Technician
June 24, 2019
Page 4
PHYSICAL DEMANDS
The physical demands described here are representative of those that must be met by
an employee to successfully perform the essential functions of this job. Reasonable
accommodations may be made to enable individuals with disabilities to perform the
essential functions.
While performing the duties of this job, the employee is frequently required to sit, stand,
talk and hear. The employee is occasionally required to walk; use hands to finger,
handle, or feel objects, tools, or controls; and reach with hands and arms.
The employee must occasionally lift and/or move up to 25 pounds. Specific vision
abilities required by this job include close vision and the ability to adjust focus.
WORK ENVIRONMENT
The work environment characteristics described here are representative of those an
employee encounters while performing the essential functions of this job. Reasonable
accommodations may be made to enable individuals with disabilities to perform the
essential functions.
The noise level in the work environment is usually quiet.
SELECTION GUIDELINES
Formal application, resume and cover letter: rating of education/training and experience;
oral interview; job related tests may be required; reference checks, criminal background
check, hiring assessment and non -DOT drug screen.
The duties listed above are intended only as illustrations of the various types of work
that may be performed. The omission of specific statements of duties does not exclude
them from the position if the work is similar, related or a logical assignment to the
position.
The job description does not constitute an employment agreement between the
employer and employee and is subject to change by the employer as the needs of the
employer and requirements of the job change.
Approval:
Supervisor
Effective Date: June 24, 2019
Approval:
Appointing Authority
RESOLUTION NO. 9131
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION REVISING THE CITY OF MOUNDS VIEW
"SOLID WASTE MANAGEMENT STANDARDS"
WHEREAS, in 2014 the City Council directed Staff to work with Ramsey County
to develop the Mounds View "Solid Waste Management Standards" to provide greater
detail and specific requirements relating to garbage and recycling collection in the City of
Mounds View; and,
WHEREAS, the Mounds View Solid Waste Management Standards were adopted
by resolution in October 2014; and
WHEREAS, the Mounds View Solid Waste Management Standards were recently
reviewed and Staff found that revisions were needed; and
WHEREAS, the proposed changes are shown in Exhibit A in red -strike through for
information that has been stricken and in blue -underline for information that has been
added;
NOW, THEREFORE BE IT RESOLVED THAT the Mounds View City Council
approves the revisions to the City of Mounds View "Solid Waste Management Standards"
as presented in Exhibit A.
Adopted this 24th day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
(SEAL)
MOUNDS VIEW
City of Mounds View Staff R
item No: 05E
Meeting Date June 24, 2019
Type of Business: Council Business
City Administrator Review:
To: Honorable Mayor and City Council
From: Nyle Zikmund, City Administrator
Item Title/Subject: Resolution No. 9131, Approving Revisions to the Mounds
View Solid Waste Management Standards
Introduction: In 2014 the City Council directed Staff to work with Ramsey County to
develop the Mounds View "Solid Waste Management Standards" to provide greater
detail and specific requirements relating to garbage and recycling collection in the City
of Mounds View. The objective of the "Standards" is to achieve a reduction in waste
generated, encourage greater collection of recyclables, enhance participation among
multi -family, commercial and industrial properties, promote best management practices,
and ensure consistency with State and County laws, rules and ordinances. The
Mounds View Solid Waste Management Standards were adopted by resolution in
October 2014.
Discussion: Staff recently reviewed the Standards and found that some revisions were
needed. The major modification is to the insurance requirement. Staff has added a
requirement specifically for roll off type vehicles that reduces the $5M requirement
which Staff feels is excessive for these types of vehicles. We recently had a hauler
withdraw their City license renewal application because they are an on-call roll off
company that hauls some solid waste which requires City licensing, however, they felt
the $5M was too excessive for the limited operations they have in Mounds View. The
changes to the insurance requirements are as follows:
Before a license is issued, the applicant shall file with the City Administrator
evidence that the applicant has in effect public liability insurance for the hauler's
business and for all vehicles as follows:
The Mounds View Vision
A Thriving Desirable Community
Item 05E Staff Report
June 24, 2019
Page 2
A. Solid Waste Vehicles
(1) General liability in the following amounts:
(a) Property damage or combined single limit, $500,000
(b) Bodily injury in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $5,000,000
(2) Auto liability in the following amounts:
(a) Property damage or combined single limit, $500,000
(b) Bodily injury in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $5,000,000
(3) Workers Compensation Insurance as specified by the Minnesota Department of
Occupational Health and Safety and federal law.
B. Roll Off Vehicles
(1) General liability in the following amounts:
(a) Property damage or combined single limit, $250,000
(b) Bodily injury in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $2,000,000
(2) Auto liability in the following amounts:
(a) Property damage or combined single limit, $250,000.00.
(b) Bodily injury in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $2,000,000
(3) Workers Compensation Insurance as specified by the Minnesota Department of
Occuaational Health and Safetv and federal law.
The most noteworthy change reduces the $5M per occurrence requirement to $2M for a
roll off vehicle. There are a few other minor revisions as shown in blue and/or red
throughout the Solid Waste Management Standards document.
In addition, Appendix B, Hauler Tonnage Reporting Form, was recently revised and
therefore the outdated Tonnage Reporting Form as been removed from the Standards
and the revised form added.
Strategic Plan Strategy/Goal: Create and maintain a positive business climate where
businesses want to locate and remain in Mounds View.
Financial Impact: None.
Recommendation: Staff recommends approval of Resolution No. 9131 revising City of
Mounds View "Solid Waste Management Standards".
Respectfully Submitted,
Nyle Zikmund
City Administrator
The Mounds View Vision
A Thriving Desirable Community
RESOLUTION NO. 9131
EXHIBIT A
Solid Waste
Management
Standards
City of Mounds View
Department of Administration
2401 Mounds View Boulevard
Mounds View, MN 55112
763.717.4000
Approved October 27, 2014
(Revised June 24, 2019)
City of Mounds View
Solid Waste Management Standards
Contents
City of Mounds View * ii
Solid Waste and Recycling Standards
Page
1
Introduction.............................................................................................................................1
2
Definitions...............................................................................................................................2
3
Residential Recycling Program...............................................................................................5
4
Multiple -Unit Recycling Program...........................................................................................6
5
Residential Garbage Container Standards and Storage...........................................................7
6
Residential Garbage Collection by Garbage Hauler.............................................................10
7
Multiple -Unit Solid Waste Standards....................................................................................10
8
Collection and Composting of Tree and Shrub Waste, Other Yard Waste
9
Bulky Waste, Large Appliances and Electronic Waste.........................................................12
10
Commercial Solid Waste Standards......................................................................................12
11
Hauler Licensing Standards..........................................................................13
Appendices
Appendix A: Request for Exemption from the Requirement for Weekly
Garbage and Recyclables Collection
Appendix B: Reporting of Garbage, Recyclables and Yard Waste Collection by a
Licensed Hauler
City of Mounds View * ii
Solid Waste and Recycling Standards
1 Introduction
The City of Mounds View has developed these standards as specific requirements for the
storage, collection and transportation of solid waste. The goals of these standards are to:
♦ Achieve a reduction in waste generated in the City.
♦ Encourage the separation and recovery of materials and energy from waste.
♦ Ensure the protection of public health and safety and promote City cleanliness and
livability.
♦ Provide high quality solid waste and recycling services in the most cost-effective manner
possible.
♦ Promote best management practices in solid waste management to protect air quality, water
quality, and natural resources.
♦ Be consistent with the requirements of the State statutes, State rules and Ramsey County
ordinances, and with State and Ramsey County solid waste plans.
♦ Implement the City's Garbage and Recycling requirements in Chapter 603 of the City Code
through detailed instructions.
To accomplish the above goals, it is important for the City to have specific and consistent
instructions to follow as part of the solid waste collection system. These standards do not replace
or supersede the City Code. The City administrator's authority for adopting or amending these
standards comes from Chapter 603 of the City Code.
These standards address:
♦ Eligible items to be included in the garbage;
♦ Resident's garbage storage requirements;
♦ Recycling programs;
♦ Bulky waste, yard waste and other waste collection and disposal requirements;
♦ Multiple -unit and commercial solid waste collection and disposal requirements;
♦ Administrative fees; and
♦ Other collection system details that are part of the City's solid waste collection system.
City of Mounds View * 1
Solid Waste and Recycling Standards
2 Definitions
All terms used within these standards shall have the same definition as articulated in Chapter 603
of the City Code. For convenience, frequently used terms are listed and defined below:
Appliances Include washers, dryers, refrigerators, freezers, air conditioners,
dehumidifiers, humidifiers, stoves, ranges, hot water heaters,
water softeners and other, similar large household items that
require electricity and/or special processing under Minnesota laws,
but do not include "electronic waste."
Bulky Waste All large, bulky household materials which do not fit within a
garbage cart, and include (but are not limited to) carpeting and
padding, mattresses, chairs, couches, tables, appliances and car
parts including wheels, rims and tires.
Collection The aggregation and transportation of solid waste from the place
at which it is generated and includes all activities up to the time
when it is delivered to a designated disposal facility.
Collection Service The process of collection and transportation of garbage, yard
waste, recyclables, bulky waste or source -separated organic
materials by a licensed hauler.
Commercial Properties in the City that are classified generally as commercial,
Establishment or institutional, industrial or business in the City zoning Code
Property which generates garbage and recyclables and are typically
serviced by a dumpster form of garbage container.
Composting Shall have the meaning set forth in Minnesota Statutes and means
the controlled microbial degradation of organic waste to yield a
humus -like product and shall include plant materials, such as
grass, leaves, straw and non -woody plant materials, stored on a
person's property for the purposes of recycling organic materials
as a soil conditioner.
Construction and Building materials, packaging, and rubble resulting from
demolition Debris construction, remodeling, repair, and demolition of buildings,
roads or other facilities.
Designated Materials designated as recyclables in the City recycling program
Recyclables in Section 2.2 of these Standards.
Dumpster The commonly used meaning in the solid waste industry of a
commercial garbage container made of metal or durable plastic
with a lid that can be serviced by a front-end loading or rear -
loading garbage truck.
City of Mounds View * 2
Solid Waste and Recycling Standards
Electronic Waste The meaning set forth in Minnesota Statutes and includes items
(Electronic Items) such as television and computer monitors, computers, computer
peripheral devices, fax machines, DVD players, video cassette
recorders, other video display devices, cell phones and other
small appliances with an electric cord.
Food Waste Residential food waste and includes meal preparation and left
over food scraps from households intentionally separated at the
source by residents for the purpose of backyard composting or
separate collection for centralized recovery.
Garbage The meaning set forth in Minnesota Statues, section 115A.03,
subdivision 21, mixed municipal solid waste, and means solid
waste from residential, commercial, industrial, and community
activities that the generator of the waste aggregates for collection,
but does not include auto hulks, street sweepings, ash, construction
debris, mining waste, sludges, tree and agricultural waste, tires,
lead acid batteries, motor and vehicle fluids and filters, and other
materials collected, processed, and disposed of as separate waste
streams.
Hauler A licensed collector or transporter of garbage, recyclable
materials, bulky waste, electronic waste or yard waste.
Household Garbage Garbage from residential properties and multi -unit properties
Household The meaning set forth in Minnesota Statutes and/or Minnesota
Hazardous Wastes Pollution Control Agency regulations and means waste generated
from household activities that exhibits the characteristics of or that
is listed as hazardous waste under agency rules, but does not
include waste from commercial activities that is generated, stored,
or present in a household and includes items such as paint,
fluorescent light bulbs, mercury thermometers, cleaning fluids,
herbicides, pesticides, fertilizers and other waste as defined in
Minnesota statutes or regulations.
Legal Holidays Shall be New Year's Day, Memorial Day, 4th of July, Labor Day,
Thanksgiving Day and Christmas Day.
Load Sensitive Streets Those streets identified by the Public Works Director of the City
of Mounds View as being at risk of accelerated deterioration due
to excessive or high axle weight loads.
City of Mounds View * 3
Solid Waste and Recycling Standards
Mixed Municipal The meaning set forth in Minnesota Statutes and includes
Solid Waste garbage, refuse and other solid waste from residential,
commercial, industrial, and community activities that the
generator of the garbage aggregates for collection, but does not
include auto hulks, street sweepings, ash, construction debris,
tree and agricultural waste and other materials collected,
processed and disposed of as separate waste streams.
Mobile Home Park Any park, trailer court, trailer camp, court, campsite, lot, parcel or
tract of land designed, maintained or intended for the purpose of
supplying a location or accommodation for any mobile home.
Multiple Unit For purposes of this ordinance means a building or a portion
Dwelling thereof containing four (4) or more residential dwelling units with
kitchen facilities.
Roll Off Vehicle A vehicle that carries an open top dumpster and utilizes wheels to
facilitate rolling the dumpster in place.
Recyclable Materials Materials that are separated from mixed municipal solid waste for
(Recyclables) the purpose of recycling or including items such as paper, glass,
plastics, metals, textiles, automobile oil, batteries, and other
recyclable items as designated in these Standards.
Residence Any single building of one (1) to three (3) dwelling units with
individual kitchen facilities for each.
Self—'Haul The City -approved method for a resident to contain and transport
garbage from their own household to a City -approved,
environmentally secure facility in accordance with state law and
county policies. Self -haul requires the specific approval of the
City.
Solid Waste The meaning set forth in Minnesota Statutes but is further
defined for purposes of these standards to include garbage,
recyclables, appliances, bulky waste, yard waste, and household
hazardous waste items.
Source -Separated The meaning set forth in Minnesota Statutes or Minnesota Pollution
Compostable Control Agency Rules for materials that are: (a) separated at the
Materials source by waste generators for the purpose of preparing them for
recovery; (b) collected separately from mixed municipal solid
waste; and (c) comprised of food waste, fish and animal waste,
plant materials, and paper that is not recyclable.
Townhouse A residence for one unit that is attached either horizontally or
vertically to at least two other residences as defined in Section
1102.02 Subd. 119 of the Mounds View Zoning Code.
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Solid Waste and Recycling Standards
Vectors Of Disease Animals including, but not limited, to insects, mice, rats, squirrels,
crows, flies and other vermin that are capable of carrying,
transmitting and/or infecting humans with disease.
Yard Waste Garden waste, leaves, lawn cuttings, weeds, prunings, shrub and
small tree branches as defined by these Standards, generated at
residential or commercial properties.
3 Residential Recycling Program
3.1 All residents are required to separate and recycle all designated recyclable materials.
If set out for curbside collection, recyclable materials are to be placed in the appropriate
container(s) for recycling, and are not to be placed in the garbage cart.
3.2 Recyclable materials include at a minimum:
A. Mixed paper: Newspapers (including inserts), magazines, phone books, catalogs,
office and school papers including colored paper, junk mail, box board such as
snack and cereal boxes, pop/beer/water boxes, corrugated cardboard, shredded
paper in sealed paper bags, egg cartons.
B. Glass: Food and beverage containers including glass jars and bottles.
C. Plastic: Food and beverage containers including rigid plastic bottles, containers,
tubs, lids and caps with plastics recycling symbols # 1 - #7, plastic toys, flower
and shrub containers, landscape edging, laundry baskets, and plastic buckets and
pails.
D. Metal: Beverage, food and pet food containers including aluminum cans, tinned -
steel cans, aerosol cans; and other household scrap metal and pots, pans and
silverware that will fit in the recycling bin.
E. Milk cartons and juice boxes.
F. Other materials: Items that from time to time are designated as recyclable by the
City.
3.3 Recyclable materials are to be clean, and kept as dry as practicable between collections
by the resident and during collection by the recycling contractor.
3.4 The customer is responsible for the appropriate use and safety of the recycling
containers, including both the interior and exterior of the containers. The customer
shall rinse or wash the interior of the container as needed, and shall keep the containers
free of markings or graffiti.
3.5 Recyclables and yard waste may be placed at the curb for collection. Recyclables may
be set out for collection no earlier than 6:00 p.m. on the day before the collection day.
Recyclables containers and yard waste containers must be removed to their storage
location no later than 6:00 a.m. on the day after collection.
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Solid Waste and Recycling Standards
3.6 Upon collection by the owner or the owner's contracted independent hauler, that person
shall deliver the designated recyclables to a recyclable material processing center, an
end market for sale or reuse, or to an intermediate collection center for later delivery to
a processing center or end market. No recyclable materials placed by residents in the
multiple -unit recyclables collection containers will be collected or disposed of as
garbage. It is unlawful for any person to transport for disposal or to dispose of
separated designated recyclables in a mixed municipal solid waste disposal facility.
The contractor or hauler shall transport all designated recyclables in a covered vehicle
so the recyclables do not drop or blow onto any public street or private or public
property during transport.
3.7 It is unlawful for any person, other than the owner or the owner's independent hauler,
to collect, remove, or dispose of designated recyclables after the materials have been
placed or deposited for collection in the recycling containers. The owner, owner's
employees, owner's independent hauler's employees, or City's recycling contractor's
employees may not collect or "scavenge" through recycling in any manner.
4 Multiple -Unit Recycling Program
4.1 Each owner of a building containing four (4) or more dwelling units shall provide for
recycling services for all units.
4.2 The owner of a multiple -unit dwelling shall make recycling services available and
convenient to the occupants of all dwelling units on the premise. The recyclables
collection services shall be available on the premises. The collection schedule and
recycling containers' capacity shall provide for regular removal of the recyclables such
that there is adequate storage capacity available in the recyclables containers to prevent
overflowing containers.
4.3 Recyclable materials for multiple unit dwellings shall include the same list as the City's
residential recycling program (see Sec. 3.2 above) unless the City approves a variance
in writing.
4.4 All recyclable materials placed by residents in the multiple -unit recyclables collection
containers must be collected at least weekly and processed and marketed for recycling
by a properly licensed recycling company, and all recyclables must be appropriately
recycled as required by Minnesota laws and regulations.
4.5 Adequate containers shall be in the same enclosure as the garbage containers and shall
be provided and maintained by the owner or by the recyclables hauler, whichever
provides the recycling collection service. Containers shall be:
A. Sufficient in number and size to meet the demands for recycling services created
by the occupants;
B. Equipped with self-closing lids such that residents may easily place recyclables in
the containers but recyclables shall not be exposed to wind, rain and snow, and
human and animal scavengers are discouraged from accessing or removing
recyclables;
City of Mounds View * 6
Solid Waste and Recycling Standards
C. Equipped with clear and understandable labels identifying the type of recyclable
material to be deposited in each container and visually different from other
containers for mixed garbage;
D. Maintained in proper operating condition, reasonably clean and sanitary and free
of markings or graffiti;
E. Repaired or replaced on a reasonable schedule if stolen or broken.
4.6 Containers shall be stored on the premises in a location that is convenient for residents
to place recyclables. Recycling containers shall be placed in a location on the premises
that permits easy access for collection purposes but does not obstruct pedestrian or
vehicular traffic. All such locations shall comply with the City's zoning and other
ordinances.
4.7 The owner of a multiple -unit dwelling shall provide recycling educational information
to the occupants of each dwelling unit on the property. The educational information
shall notify the occupants of the availability of collection services, describe the
procedures required to prepare the designated recyclables for collection.
(a) The educational information must be provided to all residents at least once every
six (6) months and to new residents within two (2) weeks of residence.
(b) The information will explain the reasons to recycle, recyclables to be separated
from solid waste, the manner of separation and the location of the containers
provided for recycling. The educational information may consist of fliers, posters,
presentations or other effective means to enhance resident compliance with
recycling requirements, including the use of pictures or diagrams. Information
from the City's website or information provided directly by the City may be used
to comply with this requirement.
4.8 Upon collection by the owner or the owner's contracted independent hauler, that person
shall deliver the designated recyclables to a recyclable material processing center, an
end market for sale or reuse, or to an intermediate collection center for later delivery to
a processing center or end market. No recyclable materials placed by residents in the
multiple -unit recyclables collection containers will be collected or disposed of as
garbage. It is unlawful for any person to transport for disposal or to dispose of
separated designated recyclables in a mixed municipal solid waste disposal facility.
The contractor or hauler shall transport all designated recyclables in a covered vehicle
so the recyclables do not drop or blow onto any public street or private or public
property during transport. It is unlawful for any person, other than the owner or the
owner's independent hauler, to collect, remove, or dispose of designated recyclables
after the materials have been placed or deposited for collection in the recycling
containers. The owner, owner's employees, owner's independent hauler's employees,
or City's recycling contractor's employees may not collect or "scavenge" through
recycling in any manner.
5 Residential Garbage Container Standards and Storage
The City of Mounds View understands the importance of a clean, litter -free and livable community
and wishes to provide for cost-efficient collection of garbage from residential properties. To
City of Mounds View * 7
Solid Waste and Recycling Standards
achieve these goals the City has implemented the requirement that customers must contain their
garbage.
5.1 Each residential household shall have water tight and vermin -proof container(s) of
sufficient size to contain all household garbage from one collection day until the next.
The container may be provided by the licensed hauler or the resident.
A. Garbage must be bagged in either paper or plastic bags of any size before placement
in the container, so that spillage or blowing of garbage does not occur during the
collection process.
B. Only household garbage, as defined in Section 603.01 Subd. 10 of the Mounds
View City Code shall be placed in the container. Items prohibited from disposal
with garbage in the containers include, but may not be limited to: designated
recyclables, tree and shrub waste, other yard waste, construction and demolition
debris, automotive parts or fluids, electronic waste, or household hazardous waste.
5.2 The container size and collection frequency shall be sufficient to store and contain all
garbage normally generated between collections such that the container lid closes
tightly and there are no extra bags of garbage next to the container.
A. If the garbage container lid cannot be substantially closed or there are overflow
bags of garbage set out for collection that cannot be contained in the cart, a
container of larger size or an additional container shall be required. This
requirement may be imposed by the City if a resident has overflow garbage for up
to two (2) weeks (out of any consecutive five (5) weeks) and/or the lid cannot be
substantially closed.
B. If overflow garbage is placed next to the garbage container for collection, it shall
be securely bagged such that animals and vermin may not access the contents of
the bag. The licensed hauler may charge an additional fee for collection of any
extra bags of garbage.
C. The resident is responsible for the appropriate use and safety of the garbage
containers, including both the interior and exterior of the containers. The resident
shall rinse or wash the interior of the container as needed, and shall keep the
containers free of markings or graffiti.
D. The bill payer shall be responsible for payment of fees for garbage collection
service and fees for collection of any extra bags to the licensed hauler.
5.3 Containers for garbage may be set out for collection no earlier than 6:00 p.m. on the
day before the collection day. Containers must be returned to their storage location no
later than 6:00 a.m. on the day after the collection day.
Between collection days, wheeled garbage carts shall be located behind the front line
of the dwelling, in the garage or screened from view from the street, and at least ten
feet from any abutting dwelling or sufficiently distant so as not to be a nuisance to those
properties, unless other provisions are allowed by the City due to special site
conditions.
City of Mounds View * 8
Solid Waste and Recycling Standards
5.4 Exemptions from service by a licensed hauler shall only occur in accordance with
Mounds View Code Chapter 603.02 Subd. 2, and shall be at the sole discretion of the
City. Examples of alternate disposal methods to qualify for exemption from service
may include:
♦ Written permission to dispose of garbage in a neighbor's garbage cart
(shared service); or
♦ Use of a commercial dumpster owned or leased for use by a commercial
property. (This commercial property may be owned or leased by the
applicant, or the applicant may be an employee who has written permission
from his/her employer to use the employer's commercial dumpster.) ; or
♦ Self -hauling garbage to an approved transfer station or processing facility.
The City shall arrange for regular verification of proper disposal of garbage and waste.
Evidence of improper garbage or waste disposal shall be reason to immediately require
weekly removal of garbage.
The form to request exemption from service by a licensed hauler is attached to this
document as Appendix A.
The City of Mounds View shall have sole discretion to grant or not grant an exemption
request. The City shall arrange for regular verification of proper disposal of garbage
and waste at the property for which the request for exemption from garbage service is
made. Evidence of improper garbage or waste disposal shall be reason to immediately
require service by a licensed garbage hauler.
City of Mounds View * 9
Solid Waste and Recycling Standards
6 Residential Garbage Collection by Licensed Garbage
Hauler
Garbage collection by licensed haulers (excluding On -Call Roll -Off Haulers) shall
occur once per week, on Thursdays only, except when Thursday is a legal holiday. In
the case of a holiday, the collection will occur the following business day. Slight
schedule changes may be made, with sufficient advance notice by the hauler for adverse
weather conditions or other.
7 Multiple -Unit Solid Waste Standards
7.1 Each property must provide for the separation of recyclables, yard waste, bulky waste,
and other items designated in these standards from garbage, and shall ensure the
appropriate processing or disposal of all solid waste in accordance with Minnesota
statutes and county policies.
7.2 Each property having four (4) or more residential units shall have weekly garbage
dumpster or equivalent service, provided by a hauler licensed by the City.
A. The dumpsters shall be of a capacity to fully contain garbage between collections,
covered, and of an approved sanitary type with the proper attachments for lifting
onto garbage trucks. The dumpsters shall be water -tight and rodent and vermin -
proof.
B. Containers shall be equipped with self-closing lids such that residents may easily
place garbage in the containers but garbage shall not be exposed to wind, and
human and animal scavengers and vectors of disease are discouraged from
accessing or removing garbage.
C Garbage shall be removed more often than weekly if dumpsters become full.
Garbage shall be transported and disposed of in accordance with state laws and
rules and county policies regarding licensed disposal and processing.
City of Mounds View * 10
Solid Waste and Recycling Standards
8 Collection and Composting of Tree and Shrub Waste, Other
Yard Waste, and Source Separated Compostable Materials
8.1 Yard waste shall be properly disposed of by:
A. Backyard composting or in-place mulching (as by "mulching mowers").
B. Collected by a hauler separate from the garbage.
C. Collected by an independent lawn service.
D. Taken by the resident or property owner to an approved county or private yard
waste drop-off or transfer facility.
E. Including yard waste in a source -separated organics collection program, if
available.
8.2 Home lawn, garden waste, and kitchen food scraps may be composted in small
quantities on a residential lot as long as the compost pile does not create a nuisance for
neighbors due to objectionable odor, vectors of disease or unsightliness.
A. Backyard composting must be done in a structure that prohibits the entry or nesting
of rodents and vermin. Composting of meats or fats that attract rodents and vermin
is prohibited in backyard composting.
B. Compost structures must be placed at least five feet from rear- and side -yard
property lines and shall not be placed in a front yard. Compost structures shall be
properly maintained and shall not be unsightly.
C. Residents must follow composting operation guidelines as published by the
University of Minnesota Extension Service or other reputable gardening experts.
8.3 Yard waste not collected by the City -contracted garbage hauler or not composted by
the resident, or tree limbs, stumps and roots greater than six (6) inches in diameter must
be transported to a properly permitted and licensed yard waste transfer or composting
facility. Exceptions to this requirement are allowed if a tree service provides for on-site
chipping to produce a suitable mulch product. Such on-site chipping and mulch depositing
must be prior approved by the resident or property owner.
8.4 Reserved for Source Separated Organics program.
8.5 Reserved for standards relating to separation and collection of source separated organic
waste at multiple -unit dwelling properties.
City of Mounds View * 11
Solid Waste and Recycling Standards
9 Bulky Waste, Large Appliances and Electronic Waste,
Residential and Multiple Unit Residential Properties
9.1 All bulky waste, large appliances, electronic waste and similar items not included in
garbage or recycling collection shall be properly disposed of. No such items may be
disposed of in streams, ponds, waterways or roadside ditches or on vacant or public
land, or on property whether owned or not owned by the waste generator.
9.2 Upon customer request, all licensed garbage haulers must collect and properly dispose
of appliances, electronics, or bulky waste. An additional fee may be charged by the
hauler for this service; the fee, if any, for such service is the responsibility of the
generator of the appliances or bulky waste if known, or the property owner on whose
property the item is on, and must be paid in full.
9.3 Electronic waste must be properly disposed of, either through special arrangements
with a licensed hauler, hauling of electronic waste by the resident to a legitimate
electronic waste drop off facility, take back service at a retailer, or other approved
disposal method. An additional fee may be charged by the hauler for this service.
9.4 Each owner of a building containing more than four (4) dwelling units shall provide for
bulky waste services for all units.
A. Adequate provision on the property must be made by the owner for the convenient
and proper disposal of bulky materials by residents. Bulky materials placed by
residents for disposal shall be collected by a licensed hauler at least weekly.
B. Provision must be made by the owner for differential processing and disposal of
the types of bulky waste generated by residents, including burnable bulky waste,
recyclable bulky waste (appliances) and electronic waste.
9.5 Each owner of a building containing more than four (4) dwelling units shall prohibit
the disposal of household hazardous waste, or other prohibited waste in garbage or
recycling containers, and shall provide educational information to all residents in the
building on the proper transportation and disposal of household hazardous waste.
10 Commercial Solid Waste Standards
10.1 Each business or commercial property must provide for the separation of designated
recyclables, bulky waste and other items designated in these standards from garbage,
and shall ensure the appropriate processing or disposal of all solid waste in accordance
with Minnesota Statute, I I5A.151, Minnesota Pollution Control Agency regulations
and Ramsey County policies.
10.2 Each business or commercial property shall have weekly garbage dumpster or
equivalent service, provided by a commercial hauler licensed by the City.
A. The dumpsters shall be of a minimum capacity of one cubic yard, covered, and of
an approved sanitary type with the proper attachments for lifting onto garbage
trucks. The dumpsters shall be water -tight and rat and vermin -proof. If garbage
City of Mounds View * 12
Solid Waste and Recycling Standards
carts are used, there shall be adequate capacity in size and/or number of carts to
contain all waste generated between collections.
B. Garbage shall be removed at least once weekly, and more often if garbage carts or
dumpsters become full. Garbage shall be transported and disposed of in accordance
with state laws and rules and county policies regarding licensed disposal and
processing.
10.3 Each business or commercial property shall provide for recycling services for all units.
A. Adequate containers shall be provided by the owner or by the recyclables hauler
for all recyclable materials. Containers shall be stored on the premises in a location
that is convenient for building tenants to place recyclables and for haulers to collect
recyclables. The containers for recycling will be covered and secured so that
building tenants may easily place recyclables in the containers. Recyclables shall
not be exposed to wind, rain and snow. The recycling container lids should also
discourage human and animal scavengers from accessing or removing recyclables.
B. Recyclable materials shall include the same list as the City's residential recycling
program (see Sec. 2.2 above) unless the City approves a variance in writing, in
addition to any business -specific recyclables for which a market is available (e.g.,
metal turnings, printing rolls or end runs, or other types of commercial or industrial
scrap commodities).
C. All recyclable materials placed by building tenants in the recyclables collection
containers should be collected at least weekly and processed and marketed for
recycling by a properly licensed recycling company, and all recyclables must be
appropriately recycled as per Minnesota laws and regulations. No recyclable
materials placed by building tenants in the recyclables collection containers will be
collected or disposed of as garbage.
D. Recycling education information should be provided to all building tenants that
explains the reasons to recycle, recyclables to be separated from solid waste, the
manner of separation and the location of the containers provided for recycling. The
education information may consist of fliers, posters, presentations or other methods
as appropriate. The education program may be conducted by the owner or by the
recyclables hauler.
10.4 Reserved for standards relating to separation and collection of yard waste at
commercial properties.
10.5 Reserved for standards relating to separation and collection of organic waste at
commercial properties.
11 Hauler Licensing and Requirements
11.1 Haulers collecting garbage, recyclables, bulky wastes, electronics, yard waste or non-
recyclables or any combination thereof from residential areas, commercial
establishments, multiple dwellings and/or manufactured home parks must be licensed
City of Mounds View * 13
Solid Waste and Recycling Standards
by the City. This includes haulers that use a roll -off type vehicle to haul solid waste or
anv combination thereof that contains solid waste.
11.2 Conditions of License: Each license shall be applied for and may be issued, renewed,
suspended or revoked under authority of Chapter 603 of the City Code, and each
licensee shall comply with all applicable requirements of Chapter 603 and of these
Standards.
11.3 Before a license is issued, the applicant shall file with the City Administrator evidence
that the applicant has in effect public liability insurance for the hauler's business and
for all vehicles as follows:
(1)
(2)
General liability i the following ., ,its.
(a) Bodily ; peF occuffence, or combined
(b) Pr-opeAy damage, $500,000.00.
AtAo liability in the following amotmts:
(u) Pr-opeAy damage reebined singlelimit,
(b) Bodily if�� in the follewing ametints:
i) Dor $ 1,000,000.00.
single limit, $1,500,000.00.
0n�0.
$50,
(3)
Oee"afional
A.
per -so
ii) PeFoccurren .
WoFker-s Compensation Instir-anee as speeified by
Health and Safiety and federal law.
Solid Waste Vehicles
the Minnesota DepaAment-af
(1)
General liability in the following amounts:
(a) Property damage or combined single limit,
$500,000
(b) Bodily injM in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $5,000,000
(2)
Auto liability in the following amounts:
(a) Property damage or combined single limit,
$500,000
(b) Bodily injury in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $5,000,000
(3)
Workers Compensation Insurance as specified by
the Minnesota Department of
Occupational Health and Safety and federal law.
B.
Roll Off Vehicles
(1) General liability in the following amounts:
(a) Property damage or combined single limit,
$250,000
(b) Bodily injM in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $2,000,000
City of Mounds View * 14
Solid Waste and Recycling Standards
(2) Auto liability in the following amounts:
(a) Property damage or combined single limit, $250,000.00.
(b) Bodily injM in the following amounts:
i) Per person, $1,000,000
ii) Per occurrence, $2,000,000
(3) Workers Compensation Insurance as specified by the Minnesota Department of
Occupational Health and Safety and federal law.
11.4 All licensees shall report to the City the amount of garbage, recyclable materials, bulky
waste and yard waste collected. This shall be done monthly on a form provided by the
City (Appendix B) and shall be accompanied by copies of all weight tickets for garbage,
recyclable materials, bulky waste and yard waste collected in the City and processed or
disposed of.
11.5 All licensees that haul recyclables shall report to the City those residential customers
that do not participate, at least quarterly, in the recycling program. This shall be done
monthly for the previous three months on a form provided by the City.
City of Mounds View * 15
Solid Waste and Recycling Standards
APPENDICES
City of Mounds View * 16
Solid Waste and Recycling Standards
Appendix A
Request for Exemption from the Requirement for Weekly
Garbage and Recyclables Collection
MOUND'S'
VVtVW
Garbage Collection Exemption
Request Form
Collection Required: Pursuant to Section 603.02 of the Mounds View Municipal Code,
each residence, multiple dwelling, commercial establishment and mobile home park
within the City shall contract for garbage collection.
Exemption Provision: A household or business may be exempted from the garbage
collection requirement if an environmentally sound alternative method of solid waste
disposal is utilized.
Please indicate in the area provided below your detailed method for waste disposal,
which will be reviewed by the City Clerk/Administrator. (If additional space is needed,
use the back of this form or attach additional pages as necessary.)
Your Name: Address:
Phone Number: Date submitted:
Applicant's Signature
(Exemptions denied by the City Clerk/Administrator
maybe appealed, in writing, to the City Council within
ten days of the date of denial.)
City of Mounds View * 17
Solid Waste and Recycling Standards
STAFF USE ONLY
Date received:
Decision:
Reviewed by:
Appendix B
Hauler Tonnage Reporting Form
AM
Movrms ViEw
Licensed Hauler Report
*All weigh tickets must be available upon request.
Business Reporting
Add ressf C ity.'StatefZip
Email
Phone
Reporting Period (Month±Year)
Number of Residential Properties (Cart Services Only) at which recycling service was provided
Number of mobile home carts at which recycling service was provided
Number of tans of recycling processed from properties with cart service
Number of tons of recyclinq processed from multi -unit properties (services separate from
residential route ccWlection)_
I nclude formula if used to determine cart and+or dumpster weight
Residual garbage in the recycling
Newspaper Cardboard Magazines Plastic Glass. Aluminum Tin Cans
Cans
Pounds
■ Enclose a list of multi -unit property addresses serviced,
■ Enclose a list of residential property addresses not recycling on a regular basis (Jess than once
in two months),
■ Enclose any educationalrautreach materials that have been distri buted to customers.
Remit report to; City of Mounds View, 2401 Mounds Vieux Boulevard, Mounds View, MINI 55112,
Attn: Recycling Coordinator
I certify, as an authorized representative of the above-named company, that I have personally
examined and am familiar with the information submitted in response to the questions contained in
this report, and all information submitted is true, accurate, and complete to the best -of myknowledge_
X Sigma tare
Person Corrrplefirrg Report
Trtfe
Date
Failure to remit monthly reports may result in suspension or revocation of your City of Mounds View
Hauler License_
2401 Mounds'View Baukvarc ' Mw nds View, MN 55112 ' {793) 717-4000 ' Fax (793) 717AO 10
www.rnoundsuiew nn.mg' email: inftK'6 rMcundsvi2wmn_orp
City of Mounds View * 18
Solid Waste and Recycling Standards
Item No: 5.F
MOUN-DS
t TT,-•�, TMeeting Date: June 24, sent �/l��/ Type of Business: Council Consent
Administrator Review:
City of Mounds View Staff Report
To: Honorable Mayor and City Council
From: Mark Beer, Finance Director
Item Title/Subject: Resolution 9127 Authorizing Purchase of Three
Copy Machines and maintenance agreement
The City utilizes three copy machines that are due for replacement. The machines to be
replaced are the main copy room, police, and finance/community development departments.
Staff sent out requests for proposals (RFP) to 6 vendors and the quote tabulation is attached.
The last time these copiers were replaced was in February of 2014, and at that time the
purchase price was $18,200. The low bid for purchase this time is $13,814. The cost of the
machines has dropped by 24% over 2014.
The attached resolution authorizes the purchase of three copiers and trade-in or auction of
the old machines. The Vehicle and Equipment fund has an appropriation of $20,500 for the
purchase (460-4160-7030). The maintenance agreement will be locked for 5 years with no
price increase and that would be paid out of the General fund.
Strategic Plan Strategy/Goal:
- Operate under a balanced budget that meets the needs and goals of the community
Financial Impact:
- Equipment cost $13,814 budget $20,500, future annual maintenance $4,386
Respectfully Submitted,
Mark Beer, Finance Director
RESOLUTION NO. 9127
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
AUTHORIZING PURCHASE OF THREE COPY MACHINES AND
MAINTENANCE AGREEMENT
WHEREAS, the City received proposals from five vendors for the purchase of
three new copy machines for use by the Administration, Community Development,
Finance, and Police Departments; and
WHEREAS, Loffler Companies submitted the lowest overall cost proposal
which includes the cost of the machines and a five year maintenance agreement.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Mounds View that staff is authorized to purchase three replacement copiers as
specified in the proposal by Loffler Companies at a price not to exceed $13,814.
BE IT FURTHER RESOLVED,
The Mayor and City Administrator are authorized to sign the maintenance agreement
for all three copiers at the rate of $.0059 per copy for black and white and .042 per
copy for color.
Adopted this 24th day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
SEAL
City of Mounds View
Copier Comparison
Loffler(Cannon)
DTS Imaging (HP)
MOTG (Xerox)
Toshiba Business Solutions (Toshiba)
Metro Sales (Ricoh)
Coordinated Business Systems (Sharp)
nothing submitted
Maintenance agreement is based on 43,500 B/W and 19,950 color copies per quarter.
5 year
Copy
Net
Locked
Overage
Overage
5 year
Room
Dept.
Purchase
Quarterly
Cost Copy
Cost Copy
maint and
Speed
Speed
Price
Maintenance
B/W
Color
Purchase cost
(ppm)
(ppm)
13,814.00
21,900.00
0.0059
0.042
35,714.00
60
40/25
Includes staples
14,250.00
22,380.00
0.006
0.043
36,630.00
60
40/30
no staples
18,630.00
18,468.00
0.0038
0.038
37,098.00
55
35/25
Includes staples
21,326.00
24,172.00
0.0066
0.051
45,498.00
65/55
35/25
Includes staples
25,894.00
22,761.00
0.0069
0.042
48,655.00
55
35/35
no staples
nothing submitted
Maintenance agreement is based on 43,500 B/W and 19,950 color copies per quarter.
of Mounds View Staff R
Item No: 07A
Meeting Date: June 24, 2019
Type of Business: Special Order of Business
City Administrator Review:
To: Honorable Mayor and City Council
From: Jon Sevald, Community Development Director
Item Title/Subject: Discussion — Assisted Living concept (Dan Carlson)
Introduction:
Dan Carlson is a residential builder who has had discussions with Tom and Lisa Fields, about
redeveloping their property on Lambert Avenue into four lots. Each lot would have an Assisted
Living facility for 7-9 persons, and be designed to resemble a single-family home.
This discussion would be appropriate for a Council Work Session, but due to the unavailability
of Mr. Carlson and Staff on July 1St, Staff bumped this up to the June 24th Regular Meeting.
Staff's intent is for this to be a short discussion (5-10 minutes), and for the Council to provide a
consensus if this project may be appropriate (soft maybe), or is definitely not appropriate (hard
No). The Council's consensus is non-binding.
Discussion:
The Fields' property at 2255 Lambert Avenue consists of one 2.16 acre lot, with a single-family
home. The Developer would remove the home, and subdivide the property into four lots,
meeting the minimum lot size requirements for single-family. The proposed Assisted Living
facilities would include a first floor and lower level with an elevator, and seven bedrooms per
home, intending to house 7-9 residents. If the assisted living market were to change, reducing
the demand, the intent is that each home could be converted into a single-family residence.
There are a number of group homes within Mounds View, the most similar of which would be
the Phoenix Residence, on County Road I & Long Lake Road. Minnesota Statute' allows
licensed Group Homes housing up to six non -related residents within any residential district.
The Phoenix Residence resembles a single-family home, and is adjacent to twin homes and
single-family.
The proposed seven -unit facility (X4) exceeds this amount, thus, is interpreted by the Zoning
Code as a Nursing Home or Senior Congregate Housing, which is a Conditional Use in the R-4
High Density Residential distriCt. 2
An alternative to rezoning the property from R-1 to R-4, is to rezone it to PUD, and obtain a
CUP for a Residential PUD for Senior Housing.3 The minimum project size is two acres
(existing property is 2.16 acres).
In either case, an Amendment to the Comprehensive Plan may be necessary to change the
planned land use from Single -Family Detached, to Multiple Family (Up to 17.4 units per acre.
Proposed: 12.96 units per acre), or to Institutional (e.g. social or healthcare facilities). Because
the City is in the process of updating its Compressive Plan, the Metropolitan Council will not
accept amendments of the old plan, until the new plan is adopted, sometime in early 2020.
Staff will research further if this (PUD) can be done without an amendment.
' MN Statute 462.357, Subd 7
2 City Code, Section 1109.04, Subd 2
1 City Code, Section 1120.03, Subd 1(g) (Senior Housing)
Item 07A
Page 2 of 2
Strategic Plan Strategy/Goal:
Vision: Create and Maintain a Positive Business Climate where businesses want to locate and
remain in Mounds View.
Goal C: Focus on redevelopment areas such as Simon's & Tires N'More area, and the Snyder's
building among others. Also consider residential redevelopment.
Financial Impact:
None.
One challenge in redeveloping this property is that new single-family homes are generally priced
at $350,000 and above. Existing homes along Lambert Avenue have an average value of about
$211,000, thus, the neighborhood may not support the value of new single-family homes,
leading to the need to consider multi -family residential. The proposed project; integrating senior
housing into a single-family neighborhood, is a creative means to addressing a local need
(senior housing), while respecting the character of the single-family neighborhood.
Recommendation:
Staff recommends that the Council consider Mr. Carlson's proposal, and provide a consensus if
this project would be appropriate for this area, or if Mr. Carlson should pursue a different
location.
Respectfully submitted,
�4QX
Jon Sevald, AICP
Community Development Director
The Mounds View Vision
A Thriving Desirable Community
1
City of Mounds View Staff Report
Item No: 08A
Meeting Date: June 24, 2019
Type of Business: Council Business
City Administrator Review:
To: Honorable Mayor and City Council
From: Nyle Zikmund, City Administrator
Item Title/Subject: Public Hearing: Consideration of Resolution 9128, to
Approve a Chicken/Duck Keeping License for Seth Kaduce,
8086 Long Lake Road
Introduction: The Mounds View City Council passed Ordinance 903, which amended Chapter
701 of the Code, to provide for limited and controlled raising and keeping of chickens and/or
ducks on properties zoned R-1, Single Family. Residents are limited to no more than eight
chickens or ducks restricted to only backyard areas. This Ordinance became effective on
August 3, 2015.
Discussion: Seth Kaduce, owner of 8086 Long Lake Road, has submitted an application to raise
and keep eight chickens on is property. Attached is the application for the City Council's
consideration. The City requires that backyard areas within which the chickens are allowed to
roam must be fenced. A site inspection conducted on May 28th indicated that a fence exists in
the rear yard behind the garage enclosing an area approximately15' by 25'. The site plan
submitted shows that the coop will have adequate setbacks. It appears Mr. Kaduce meets all
requirements under Ordinance 903.
In accordance with Ordinance 903, initial applications shall be considered by the City Council
after holding a public hearing. Renewals may be approved administratively unless the City has
received substantial complaints or related violations have been documented during the previous
year.
Strategic Plan Strategy/Goal: Our ordinance and this application are consistent with the
Vision Statement, "...welcoming a desirable destination to all ages and cultures ... and a place
where residents can live, work and play."
Financial Impact: None
Recommendation: Staff recommends opening this public hearing for public comment and
approval of this license request. This is an annual license, and if approved, will expire on
December 31, 2020.
Staff has published a public hearing notice in the June 12, 2019 edition of the Mounds View -New
Brighton Bulletin, the City's official newspaper. In addition, as required, notices were mailed to
residents within a 350 feet of 8086 Long Lake Road.
Respectfully submitted,
Nyle Zikmund
RESOLUTION NO. 9128
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION APPROVING A CHICKEN/DUCK KEEPING LICENSE FOR
SETH KADUCE, 8086 LONG LAKE ROAD
WHEREAS, the City Council passed Ordinance 903, which amended Chapter 701
of the Municipal Code to provide limited and controlled raising and keeping of chickens
and/or ducks on properties zoned R-1, Single Family Residential; and,
WHEREAS, Seth Kaduce has submitted an application with site plan and the
appropriate fees to keep and raise chickens on his property located at 8086 Long Lake
Road; and
WHEREAS, Staff has reviewed the application and it appears to meet all
requirements set forth in Ordinance 903; and
WHEREAS, in accordance with Ordinance 903, initial applications shall be
considered by the City Council after holding a public hearing which was held June 24,
2019;
NOW, THEREFORE BE IT RESOLVED, that the Mounds View City Council does
hereby approve a Chicken/Duck Keeping License for Seth Kaduce, 8086 Long Lake
Road, for no more than eight chickens or eight ducks or a combination of both;
BE IT FURTHER RESOLVED, that this license is effective from June 25, 2019 to
December 31, 2020.
Adopted this 24t" day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
(Seal)
The Mounds View Vision
A Thriving Desirable Community
Item No: 08B
Meeting Date: June 24, 2019
MOUNDS
VIEW
Type of Business: Council Business
City Administrator Review:
City of Mounds View Staff Report
To: Honorable Mayor and City Council
From: Jon Sevald, Community Development Director
Item Title/Subject: Public Hearing; First Reading and Introduction of Ordinance 958,
Amending the Zoning Map for 2390, 2394, Mounds View Boulevard
and 2400 County Road H2
Introduction:
INH Properties is proposing to develop a 128 -unit apartment building at the south corner of
Mounds View Boulevard and County Road H2. The project involves multiple planning
applications, including a request to rezone the applicable properties from B-3 Highway Business
to PUD Planned Unit Development.
Discussion:
The properties previously had commercial uses (e.g. restaurant, gas station, car wash),
consistent with the B-3 designation, and are guided as Mixed Use MU -PUD in the
Comprehensive Plan.' 2
As proposed, an apartment of this size would be a Conditional Use (CUP) in the R-4 High
Density Residential district. The proposed project includes deviations from the City Code, which
may be allowed as a Planned Unit Development (PUD), as an alternative to obtaining variances
to the Code. PUD's are a Conditional Use only within the PUD district, thus, the next step in the
project review process is to rezone the properties from B-3 to PUD.
Analysis
The purpose of the PUD district is "to provide for the integration and coordination of land parcels
as well as the combination of varying types of residential, commercial and industrial uses."
Within the PUD district, all permitted and conditional uses in all districts, are a Permitted Use in
the PUD district. There may be different types of PUD's such as Residential, Commercial -
Industrial, and Mixed -Use. This project will be Residential. Once zoned PUD, the intent is that
all uses will be consistent with an approved PUD Narrative, to be approved as part of the CUP
process.
Strategic Plan Strategy/Goal:
Continue BR&E program, maximize utilization of development space and current list of available
sites, encourage land owners to maintain their properties, & consider residential development.
Financial Impact:
None.
Summary
INH Properties is proposing to build a 128 -unit apartment building, requiring multiple planning
approvals, including rezoning the properties from B-3 Highway Business to PUD Planned Unit
Development.
A Public Hearing Notice was published in the June 12, 2019 Bulletin, and mailed to property
owners and occupants within 700' of the project (twice the required distance),
Mounds View Comprehensive Plan (2008), Figure 6: Future Land Use Map
Note: The Draft 2040 Comprehensive Plan guides the properties as Mixed Use.
Item 08B
Page 2 of 4
Planning Commission Recommendation:
The Planning Commission recommended approval of the rezoning at its June 19, 2019 meeting
(Resolution 1097-19).
Staff Recommendation:
Staff recommends that the Council conduct a Public Hearing, and First Reading and
Introduction of Ordinance 958.
Respectfully,
��
Jon Sevald, AICP
Community Development Director
Attachments
1. Zoning Map
2. Aerial Map
3. Ordinance 958
The Mounds View Vision
A Thriving Desirable Community
Item O8B
Page 3 of 4
Zoning Map
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• AREAS N07 LABELED
ARE R-1 DISTRICTS
The Mounds View Vision
A Thriving Desirable Community
Item 08B
Page 4 of 4
The Mounds View Vision
A Thriving Desirable Community
Aerial Map
ORDINANCE NO. 958
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
AN ORDINANCE AMENDING THE ZONING MAP, REZONING 2390 AND 2394
MOUNDS VIEW BOULEVARD, AND 2400 COUNTY ROAD H2, FROM B-3
HIGHWAY BUSINESS TO PUD PLANNED UNIT DEVELOPMENT
WHEREAS, the Zoning Map was established on May 1, 1980 in the Mounds View City
Code, Chapter 1105.02, and may be amended by the City Council from time to time; and,
WHEREAS, INH Property Management Inc, representing the property owner; Mounds
View Economic Development Authority, is requesting to rezone the subject properties; legally
described as:
Address
PID
Legal Description
Current
Zoning
Proposed
Zoning
2400
08-30-23-31-0005
The North 363 feet of the West 330 feet of the
B-3
PUD
County
Northeast 1/4 of the Southwest 1/4 of Section 8,
Road H2
Township 30, Range 23, Ramsey County, Minnesota.
2394
08-30-23-31-0071
That part of the Northeast 1/4 of the Southwest 1/4
B-3
PUD
Mounds
of Section 8, Township 30, Range 23, Ramsey County,
View Blvd
Minnesota, described as follows: Beginning at the
intersection of the East line of the West 330 feet and
the South line of the North 365.46 feet of said
Northeast 1/4 of the Southwest 1/4; thence North
parallel with the West line of said Northeast 1/4 of
the Southwest 1/4 a distance of 255 feet; thence East
parallel with the North line of said Northeast 1/4 of
the Southwest 1/4 a distance of 47.07 feet; thence
Southeasterly to the intersection of the East line of
the West 475 feet and the South line of the North
193.01 feet of said Northeast 1/4 of the Southwest
1/4; thence South parallel with the West line of said
Northeast 1/4 of the Southwest 1/4 and to the South
line of the North 365.46 feet thereof; thence West to
the point of beginning, according to the United States
Government Survey thereof and situate in Ramsey
County, Minnesota. Together with a non-exclusive
easement for driveway purposes, 25 feet in width,
over and across part of the Northeast 1/4 of the
Southwest 1/4 of Section 8, Township 30, Range 23,
Ramsey County, Minnesota, the South and
Southwesterly lines of which are described as
Ordinance 958
Page 2 of 4
follows: Beginning at the intersection of the East line
of the West 360 feet and the South line of the North
110.46 feet of said Northeast 1/4 of the Southwest
1/4; thence East parallel with the North line of said
Northeast 1/4 of the Southwest 1/4 a distance of
17.07 feet; thence Southeasterly to the First
American Title Insurance Company intersection of
the East line of the West 475 feet and the South line
of the North 193.01 feet of said Northeast 1/4 of the
Southwest 1/4; and said line there terminating.
2390
08-30-23-31-0072
That part of the North 365.46 feet of the NE % of the
B-3
PUD
Mounds
SW % of Section 8, Township 30, Range 23, Ramsey
View Blvd
County, Minnesota lying Southwesterly of the center
line of State Trunk Highway No. 10 except the West
330 feet there of and except that part described as
follows: Beginning at the intersection of the East line
of the West 330 feet and the South line of the North
365.46 feet of said NE % of the SW %; thence North
parallel with the West line of said NE % of the SW % a
distance of 255 feet; thence East parallel with the
North line of said NE % of the SW % a distance of
47.07 feet; thence Southeasterly to the intersection
of the East line of the West 475 feet and the South
line of the North 193.01 feet of said NE % of the SW
%; thence South parallel with the West line of said NE
of the SW % and to the South line of the North
365.46 feet thereof; thence West to the point of
beginning. Together with a non-exclusive easement
for driveway purposes over and across the South 31
feet of the North 345.46 feet of the East 115 feet of
the West 475 feet of the NE % of the SW % of Section
8, Township 30, Range 23, Ramsey Comity,
Minnesota. Together with a non-exclusive easement
for parking purposes over and across the East 10 feet
of that part of the NE % of the SW % of Section 8,
Township 30, Range 23, Ramsey County, Minnesota
described as follows: Beginning at the intersection of
the East line of the West 330feet and the South line
of the North 365.46 feet of said NE % of the SW %;
thence North parallel with the West line of said NE
of the SW % a distance of 255 feet; thence East
parallel with the North line of said NE % of the SW % a
distance of 47.07 feet; thence Southeasterly to the
intersection of the East line of the West 475 feet and
the South line of the North 193.01 feet of said NE
of the SW %; thence South parallel with the West line
of sad NE % of the SW % and to the South line of the
365.46 feet thereof; thence West to the point of
beginning. Together with an easement for utility
purposes over, under and across the South 10 feet of
the North 314.46 feet of the East 115 feet of the
Ordinance 958
Page 3 of 4
West 475 feet of the NE Y. of the SW % of Section 8,
Township 30, Range 23, Ramsey County, Minnesota.
WHEREAS, the properties are within the County Road 10 Corridor Overlay District;
and,
WHEREAS, the Mounds View Planning Commission recommended approval of the
Zoning Map Amendment (Resolution 1197-19); and,
WHEREAS, the City Council held a dully noticed Public Hearing on June 24, 2019; and,
NOW, THEREFORE, BE IT RESOLVED, the Mounds View City Council has
considered possible adverse effects of the proposed Zoning Map Amendment, and makes the
following Findings (italics):
1. Relationship to the Comprehensive Plan.
Findings: These properties are guided for Mixed Use — PUD in the Comprehensive
Plan (2008). The proposed use; multi family residential, is consistent with
the residential component of the Mixed Use PUD future land use
designation.
2. The geographical area involved.
Findings: The geographical area is conducive to a Residential PUD.
3. Whether such use will tend to or actually depreciate the area in which it is proposed.
Findings: The proposed rezoning from B-3 Highway Business to PUD Planned Unit
Development has no demonstrated effect on surrounding property values.
4. The character pf the surrounding area.
Findings: The character of the surrounding area includes a mix of commercial
(restaurant, liquor store, auto dealership), multi family residential
(apartments, senior independent & assisted living), and single-family
attached and detached residential. The proposed Zoning Map amendment
is consistent with this mix of uses.
5. The demonstrated need for such use.
Findings: The proposed use is a 128 -unit market -rate apartment building, to be
developed as a Planned Unit Development.
Ordinance 958
Page 4 of 4
INH Properties commissioned a market study, completed by Viewpoint
Consulting Group; entitled, "Demand Assessment for Market Rate Rental
Housing in Mounds View, Minnesota ", dated April 23, 2018.
The study suggests an unmet market rate rental demand of 866 units
within the Mounds View Prime Market Area, generally including all or
portions of; Arden Hills, Blaine, Circle Pines, Columbia Heights, Coon
Rapids, Fridley, Lexington, Mounds View, New Brighton, Saint Anthony
Village, Shoreview, and Spring Lake Park. The study recommends 130 —
140 units be developed on the subject properties, capturing 15% - 20% of
that demand, between years 2017 — 2022.
NOW, THEREFORE, BE IT FURTHER RESOLVED, In accordance with Section
3.07 of the City Charter, City staff shall have the following summary printed in the official City
newspaper in lieu of the complete ordinance:
On July 8, 2019, the City Council adopted Ordinance 958, amending the Official Zoning
Map, from B-3 Highway Business to PUD Planned Unit Development, for properties
located at 2390 Mounds View Boulevard, 2394 Mounds View Boulevard, and 2400
County Road H2. This project is commonly known as Crossroad Pointe.
A printed copy of the ordinance is available for inspection during regular business hours
at Mounds View City Hall and is available on line at the City's web site located at
www.moundsviewmn.org.
NOW, THEREFORE, BE IT FINALLY RESOLVED, This ordinance shall take effect
and be in force 30 days from and after its passage and publication, in accordance with Section
3.09 of the City Charter.
Introduction and First Reading by the Mounds View City Council on June 24, 2019.
Second Reading and Adoption by the Mounds View City Council on July 8, 2019.
Publication Date: July 17, 2019.
Carol A. Mueller, Mayor
Attest:
Nyle Zikmund
City Administrator
(SEAL)
Item No: 08C
Meeting Date: June 24, 2019
MOUNDS
VIEW
Type of Business: Council Business
City Administrator Review:
City of Mounds View Staff Report
To: Honorable Mayor and City Council
From: Jon Sevald, Community Development Director
Item Title/Subject: Public Hearing; First Reading and Introduction of Ordinance 959,
Amending Section 1104.02, Subd 4(c) (Minimum Floor Area Per
Dwelling Unit) (Planning Case MU2019-001)
Introduction:
INH Properties is proposing to develop a 128 -unit apartment building at the south corner of
Mounds View Boulevard and County Road H2. The project involves multiple planning
applications, including a request to amend the City Code to allow Studio Apartments.
Discussion:
The proposed apartments will include a mix of studios, one -bedroom, two-bedroom, and three-
bedroom units. The City Code establishes a minimum floor area based on the number of
bedrooms. The Code does not recognize studio apartments, thus, Staff has interpreted a studio
the same as a one -bedroom unit.
Minimum dwelling size (sq ft):
The Building Code allows for Efficiency Units, 120 sq ft for one -occupant, and 220 sq ft for two
occupants.2 However, the City Code takes precedence over the Building Code in this instance.
The Zoning Code allows Accessory Dwelling Units (ADU), 300 sq ft in size.
For comparison, regarding minimum dwelling size for apartments:
Minimum
Required'
Minimum
Proposed
Studio
630
526
1 -Bedroom
630
762
2 -Bedroom
750
1,057
3 -Bedroom
870
1,352
The Building Code allows for Efficiency Units, 120 sq ft for one -occupant, and 220 sq ft for two
occupants.2 However, the City Code takes precedence over the Building Code in this instance.
The Zoning Code allows Accessory Dwelling Units (ADU), 300 sq ft in size.
For comparison, regarding minimum dwelling size for apartments:
'City Code, Section 1104.02, Subd 4(c) (Minimum Floor Area Per Dwelling Unit)
'International Property Maintenance Code section 404.6
'City of Blaine City Code, Part 3, Section 29.66 (Standards — Multiple dwelling). Note: for Elderly units, the
minimum dwelling size is; Efficiency: 440 sf, One -Bedroom; 520 sf; Two -Bedroom: 700 sf.
'Note: According to Blaine Staff, all recent apartments have been developed as PUD's, allowing flexibility from
these standards.
Studio
1 -Bedroom
2 -Bedroom
3 -Bedroom
Blaine3
600 sf°
600 sf
720 sf
840 sf
Fridley
400 sf
520 sf
650 sf
775 sf
New Brighton
500 sf
650 sf
800 sf
1,000 sf
Shoreview
-
-
-
-
'City Code, Section 1104.02, Subd 4(c) (Minimum Floor Area Per Dwelling Unit)
'International Property Maintenance Code section 404.6
'City of Blaine City Code, Part 3, Section 29.66 (Standards — Multiple dwelling). Note: for Elderly units, the
minimum dwelling size is; Efficiency: 440 sf, One -Bedroom; 520 sf; Two -Bedroom: 700 sf.
'Note: According to Blaine Staff, all recent apartments have been developed as PUD's, allowing flexibility from
these standards.
Item 08B
Page 2 of 3
Strategic Plan Strategy/Goal:
N/A.
Financial Impact:
None.
Summary
INH Properties is proposing to build a 128 -unit apartment building, and is requesting an
amendment to the Zoning Code to reduce the minimum unit size, from 630 sq ft, to 526 sq ft.
A Public Hearing Notice was published in the June 12, 2019 Bulletin.
Planning Commission Recommendation:
The Planning Commission recommended approval of the Ordinance Amendment at its June 19,
2019 meeting (Resolution 1098-19).
Staff Recommendation:
Staff recommends that the Council conduct a Public Hearing, and First Reading and
Introduction of Ordinance 959.
Respectfully,
Ar'tQx
Jon Sevald, AICP
Community Development Director
Attachments
1. Example of Studio Apartments (Crossroad Pointe)
2. Ordinance 959
The Mounds View Vision
A Thriving Desirable Community
Item 08B
Page 3 of 3
Example of Studio Apartments (Crossroad Pointe)
UNIT 'tµ . B" FLOORr�� PLAN UNITerµ "B.I" FLOOR mer PLAN........�
wi m s"mu ne^' LOG
The Mounds View Vision
A Thriving Desirable Community
ORDINANCE NO. 959
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
AN ORDINANCE AMENDING TITLE 1100, CHAPTER 1104 OF THE MOUNDS VIEW
CITY CODE RELATING TO MINIMUM FLOOR AREA PER DWELLING UNIT
THE CITY OF MOUNDS VIEW ORDAINS:
SECTION 1. The City Council of the City of Mounds View hereby amends Title 1100, Chapter
1104, Section 1104.02 of the Mounds View Municipal Code by adding the double -underlined
material and deleting the sin material as follows:
Subd. 4. Minimum Floor Area Per Dwelling Unit:
C. Multiple Dwelling Units: Living units classified as multiple dwellings shall have
the following minimum floor areas per unit:
Less than (1) bedroom unit 520 square feet
(1) One (1) bedroom units 630 square feet
(2) Two (2) bedroom units 750 square feet
(3) More than two (2) bedroom units - an additional one hundred twenty (120)
square feet for each additional bedroom.
SECTION 2. In accordance with Section 3.07 of the City Charter, City staff shall have the
following summary printed in the official City newspaper in lieu of the complete ordinance:
On July 8, 2019, the City Council adopted Ordinance 959 that amends Title 1100,
Chapter 1104, of the Mounds View City Code, relating to the minimum floor area per
dwelling unit.
A printed copy of the ordinance is available for inspection during regular business hours at
Mounds View City Hall and is available on line at the City's web site located at
www.moundsviewmn.org.
Ordinance 959
Page 2 of 2
SECTION 3. This ordinance shall take effect and be in force 30 days from and after its passage and
publication, in accordance with Section 3.09 of the City Charter.
Introduction and First Reading by the Mounds View City Council on June 24, 2019.
Second Reading and Adoption by the Mounds View City Council on July 8, 2019.
Publication Date: July 17, 2019.
Carol A. Mueller, Mayor
Attest:
Nyle Zikmund
City Administrator
(SEAL)
Item No: 08D
Meeting Date: June 24, 2019
Type of Business: Council BusinessMOTVDS VIEW
City Administrator Review:
City of Mounds View Staff Report
To: Honorable Mayor and City Council
From: Jon Sevald, Community Development Director
Item Title/Subject: Public Hearing; Resolution 9132, Approving a Conditional Use
Permit (CUP) for a Residential Planned Unit Development of
Crossroad Pointe (Planning Case MU2019-001)
Introduction:
INH Properties is proposing to develop a 128 -unit apartment building at the south corner of
Mounds View Boulevard and County Road H2. The project involves multiple planning
applications, including a request for a CUP for a PUD, and a Development Review. To simplify
this process, the CUP and Development Review have been combined into one Resolution.
Discussion:
Within a PUD district, a Conditional Use Permit (CUP) may be issued for a Residential PUD,
Commercial/Industrial PUD, or Mixed -Use PUD, subject to an approved "PUD Narrative" which
establishes project restrictions (e.g. refers to the approved site plan, landscaping, building design
& materials, etc.).
A Development Review is required for projects which include building projects of 10,000 sq ft or
greater, or building additions of 10% or greater (excluding single-family homes). The proposed
apartments will be 144,934 sq ft in total area.
In general, the process of approving a PUD is a give & take. The City approves variations (gives)
from standard City Code requirements, in return for (takes) higher standards in building and site
design than the minimum required by the City Code. PUD's are intended to allow flexibility, within
the limits of the PUD Narrative.
Analysis:
Project Size
4.06 acres (minimum 3 -acres required as a PUD).
Zoning
The property is proposed to be zoned PUD, and is within the County Road 10 Corridor Overlay
District. The overlay district has greater standards for building design and landscaping, which
may be superseded as a PUD.
Comprehensive Plan
The property is guided for Mixed -Use PUD in the Comprehensive Plan (2008), and is guided as
Mixed -Use in the Draft 2040 Comprehensive Plan. The Draft Plan identifies the residential
component of Mixed Use to have a density of 15 to 30 units per acre (31.53 units per acre is the
proposed density).
Density
The apartments will have an estimated 221 residents.' During the Planning Commission's June
' Estimates based on Metropolitan Council estimates for persons per household, for multi -family dwellings, based
Item 08D
Page 2 of 11
5th Work Session, it was asked how this will affect the school district. This is not known. It is
anticipated that because 75 of the 128 units will be studio and one -bedroom units, there is not
likely to be a large population of school aged children.
31.5 units per acre is the proposed density. As a PUD, a higher density may be approved.
Without a PUD (R-4 district), the maximum density would be 17.4 units per acre, or 71 units for
a property this size.
Open Space
Usable Open Space is intended to be maintained for active or passive recreation (e.g. play area
and/or woods). The proposed Landscape Plan identifies all non -pervious surfaces as Open
Space, rather than that intended for recreation.
Min Required Proposed PUD
625 sf per unit 461 sf per unit
With the increased density and necessary parking, there are limits to how much land is left for
open space. If the project were not a PUD, and the maximum 71 units built, about 1 -acre of
open space would be required for the 4 -acre project.
The project will add a sidewalk along County Road H2, and along the south property line. There
is an existing sidewalk along Edgewood Drive, and a trail along Mounds View Boulevard.
These are public sidewalks/trails, and will be maintained by the City.
Exterior Lighting
Glare from exterior lighting shall be limited to 1 foot-candle (fc) measured at the centerline of the
street, and 0.4 fc measured from neighboring property lines. The lighting plan submitted does
not include all of these boundaries (e.g. centerline of Edgewood Drive, County Road H2, and
residential boundaries along Edgewood Drive.
Lighting along the south property line adjacent to the neighboring apartment building exceeds
the maximum light trespass by 3X (1.8 fc proposed). Staff recommends that this pole be
eliminated, or an alternative fixture be considered.
During the Planning Commission's June 19th meeting, the Developer stated that an adjustable
box shade will be installed. The Developer will measure the amount of light trespass after the
lights are installed, and will adjust the shade accordingly, to comply with the City Code.
The project site includes existing street lights at the intersections of Co Rd H2 & Edgewood Dr,
and County Road H2 & Mounds View Blvd. These will be kept as -is, as well as the ornamental
lights along the Mounds View Blvd trail.
on number of bedrooms per unit.
2 City Code, Section 1102.02, Subd 127 (Usable Open Space)
The Mounds View Visior_
A Thriving Desirable Commit,«iy
Item 08D
Page 3 of 11
Landscaping
Minimum Landscaping 4:
Min Reauired Proposed PUD
Deciduous shade tree 235 11
Coniferous tree 236 24
Shrub 156' 157
Ornamental tree 238 29
Additional shade trees may be considered along the south property line (SE area of property), if
the overhead power line is buried. Staff recommends that this be a judgement call made on-site
during construction.
During the Planning Commission's June 5` Work Session, and June 19th Meeting, the Dog Run
was discussed. The Developer agreed that a 4' ornamental fence would be installed (chain-link
shown on plans).
The project will include two Stormwater infiltration basins, located in the southeast corner, and
along Edgewood Dr, between the Dog Run and the private tot lot. The basins are designed to
hold water during storm events, and should be dry otherwise. The basins will have a 3:1 slope.
The bottom of the basins will be 8' below grade. The 3:1 slope is within an acceptable range,
however, Staff is concerned about the appearance of the western basin, because of its close
proximity to the sidewalk and tot lot. Staff recommends that additional landscaping be installed
as a buffer, but that this be a judgement call made on-site during construction. Other
Stormwater storage will occur in underground chambers below the parking lot.
Snow Storage
There is no firm plan for on-site snow storage, without displacing parking stalls. The Developer
has discussed hauling snow off-site, as necessary.
Off -Street Parking
Guideline # of stalls' Proposed stalls
Garage 128 128
Parking Lot 192 133
TOTAL 320 261
The parking to apartment ratio is 2.04 spaces per unit (2.5 required if outside of the County
Road 10 overlay district). Staff's opinion is that two spaces per unit is adequate.
Bike storage will be accommodated within the parking garage.
I City Code, Section 1120.02, Subd 10 (Landscaping)
4 City Code, Section 1127.05 (Landscaping)
s One overstory deciduous shade tree for every 2,000 sq ft of the total building footprint, e.g. 46,845 sq ft foot print
= 23 deciduous trees.
6 One coniferous tree for every 2,000 sq ft of building or one coniferous tree for every 200 feet of site perimeter,
whichever is greater, e.g. 23 coniferous trees if building footprint, or 9 trees if 1,799' site perimeter (23 is greater
number).
7 One understory shrub for every 300 sq ft of building, or one shrub for every 30' of site perimeter, whichever is
greater, (156 shrubs if using building footprint, or 60 shrubs if using site perimeter).
8 One ornamental tree for every 2,000 sq ft of building or one ornamental tree for every 200' of site perimeter,
whichever is greater, (e.g. 23 ornamental trees or 9).
9 City Code, Section 1121.13 (Schedule of Off -Street Parking Requirements; Multiple -family dwellings)
The Mounds View Visiot_
A Thriving Desirable Commit,«ty
Item 08D
Page 4 of 11
Staff has a concern about the proposed 16'-6" setback between the parking lot and Mounds
View Blvd, and recommends that the parking lot maintain the same setback as the building (27'-
6"). This would reduce the parking lot by two stalls in the SE corner.
Traffic & Access
A traffic study has not been required.
There is one driveway into the property, on Edgewood Drive. The Driveway is situated such
that headlights should not impact homes across the street.
The Developer has agreed to install an emergency access at the Greenfield Ave. hammerhead.
This will feature a geo-tech surface, allowing fire trucks access into the parking lot from
Greenfield Ave., but will appear as grass growing through the geo-tech material.
Building Setbacks
Min Required Proposed PUD
Mounds View Blvd 5' * 27'
Co Rd H2 30' 17' **
Edgewood Rd 30'
South 50'
66' ***
57'
* Maximum setback is 5' along Mounds View Blvd. 10 Staff is supportive of the proposed 27' setback
to allow for landscaping.
** 0' setback for patio and stairs to the community deck along Co Rd H2. As a PUD, the City Council
may grant a lesser building setback.
*** 56' setback for stairs/deck, along Edgewood Dr.
Building Height
The building will have 3-storeis above a 1 -story garage. Building height is 55' from garage floor
to roof peak. The grade will be built up such that the garage will be partially underground in
some areas (e.g. south building entrance, and along County Road H2).
The maximum building height allowed in Mounds View is 3 -stories, unless a PUD.
Exterior Building Material
At least 50% of all exterior wall finishes on any building must be comprised of a combination of
at least two of the following materials":
Required Material *Comparable Proposed (total %)
Brick Cultured Brick 30%
Natural Stone or Cultured Stone
Glass
Masonry Stucco
Other comparable materials*
TOTAL
14.5%
19.5%
0%
Board & Batten Panel 7.25%
Textured Lap Siding 18.5%
89.75%
Signage
Ground Signs are proposed to be located at the NE corner (200 sq ft), and NW corner (40 sf).
Within the City Code, signage may be determined through a PUD Narrative. If no Narrative
10 City Code, Section 1129.05, Subd 3 (Building and Parking Setback Requirements)
'City Code, Section 1129.05, Subd 1 (Construction Materials)
The Mounds View Visior_
A Thriving Desirable Commit,«iy
Item 08D
Page 5 of 11
exists, signage shall comply with the B-3 district (e.g. 200 sq ft ground sign, maximum height of
16').
Staff recommends that signage comply with the R-4 district; allowing grounds signs of 32 sq ft in
area, and height of 8'. Staff is supportive of allowing two grounds signs.
Dwelling Size
An Ordinance Amendment has been proposed to allow studios to be 520 sq ft in size.
Construction Timeline
Construction is planned, Fall 2019 thru Spring 2021.
During the Planning Commission's June 5t1 Work Session, it was asked about construction
hours. The City Code follows state noise standards13. The Developer stated construction
would occur 7:00 AM - 7:00 PM.
PUD Narrative:
The intent of a PUD Narrative is to interpret drawings into a text format, which clarifies the
approved variations from the City Code, allowed as a PUD. The Narrative is used by Staff when
reviewing plans after the project is constructed, e.g. 20 or 30 years from now, when the owner
requests to replace a sign, or re -side the building.
Due to Staff's time constraints, a Narrative was not prepared as part of this Staff Report.
Summary:
INH Properties proposes to build a 128 -unit apartment building on property zoned PUD, and
subject to approval of a CUP for a Residential PUD and a Development Review.
As mentioned earlier, approving a PUD is a give and take process. As a PUD, the City Council
may grant deviations from the City Code. Proposed deviations include:
1. Increased density (+ 57 units).
2. Decreased over -story shade trees (- 12).
3. Decreased open space (- 0.48 acres).
12 City Code, Section 1104.02, Subd 4(c) (Minimum Floor Area Per Dwelling Unit)
's MN Rule 7030.0040 (Noise Standards) establishes maximum levels for daytime (7:00 AM — 10:00 PM) and
nighttime activities, based on the type of land use. For example, residential properties (Noise Area Classification
1). This means that during the one-hour period of monitoring, daytime noise levels cannot exceed 65 dBA for
more than 10% of the time or 60 dBA more than 50% of the time. 60dBA is the equivalent of the volume of
normal speech. 90 dBA is the equivalent of a lawnmower.
The Mounds View Vision
A Thriving Desirable Community
Minimum
Required 12
Minimum
Proposed
Studio
630
526
1 -Bedroom
630
762
2 -Bedroom
750
1,057
3 -Bedroom
870
1,352
An Ordinance Amendment has been proposed to allow studios to be 520 sq ft in size.
Construction Timeline
Construction is planned, Fall 2019 thru Spring 2021.
During the Planning Commission's June 5t1 Work Session, it was asked about construction
hours. The City Code follows state noise standards13. The Developer stated construction
would occur 7:00 AM - 7:00 PM.
PUD Narrative:
The intent of a PUD Narrative is to interpret drawings into a text format, which clarifies the
approved variations from the City Code, allowed as a PUD. The Narrative is used by Staff when
reviewing plans after the project is constructed, e.g. 20 or 30 years from now, when the owner
requests to replace a sign, or re -side the building.
Due to Staff's time constraints, a Narrative was not prepared as part of this Staff Report.
Summary:
INH Properties proposes to build a 128 -unit apartment building on property zoned PUD, and
subject to approval of a CUP for a Residential PUD and a Development Review.
As mentioned earlier, approving a PUD is a give and take process. As a PUD, the City Council
may grant deviations from the City Code. Proposed deviations include:
1. Increased density (+ 57 units).
2. Decreased over -story shade trees (- 12).
3. Decreased open space (- 0.48 acres).
12 City Code, Section 1104.02, Subd 4(c) (Minimum Floor Area Per Dwelling Unit)
's MN Rule 7030.0040 (Noise Standards) establishes maximum levels for daytime (7:00 AM — 10:00 PM) and
nighttime activities, based on the type of land use. For example, residential properties (Noise Area Classification
1). This means that during the one-hour period of monitoring, daytime noise levels cannot exceed 65 dBA for
more than 10% of the time or 60 dBA more than 50% of the time. 60dBA is the equivalent of the volume of
normal speech. 90 dBA is the equivalent of a lawnmower.
The Mounds View Vision
A Thriving Desirable Community
Item 08D
Page 6 of 11
4. Decreased minimum building setbacks along County Road H2 (- 13'), and increased
maximum setbacks along Mounds View Boulevard (+ 22').
5. Increased glare from exterior lighting along the south property line adjacent to the
neighboring apartment building (+ 1.4 fc).
6. Increased building height (+ one story).
As a PUD, the project exceeds the minimum standards in the following areas:
1. Increased exterior finishes (+ 40%).
2. Increased pedestrian access (e.g. sidewalks).
3. Private amenities viewable from public roads which enhance a "sense of community" at
this corner (common areas = patios, decks, outdoor seating, playground, dog run, etc.)
4. The architecture of the building complements that of the neighboring Bel Rae Senior
Living.
A Public Hearing Notice was published in the June 12, 2019 Bulletin, and mailed to property
owners and occupants within 700' of the project (twice the required distance),
Strategic Plan Strategy/Goal:
Continue BR&E program, maximize utilization of development space and current list of available
sites, encourage land owners to maintain their properties, & consider residential development.
Financial Impact:
None.
Planning Commission Recommendation:
The Planning Commission recommended approval of the CUP for a Residential PUD, &
Development Review at its June 19, 2019 meeting (Resolution 1099-19).
Staff Recommendation:
Staff recommends that the Council hold a Public Hearing, and Table the CUP & Development
Review until July 8, 2019, so that all actions on Crossroad Pointe happen concurrently.
Staff recommends the following changes to plans submitted May 30, 2019:
1. Exterior Lighting:
Remove or modify an exterior light in the parking lot which causes
light trespass exceeding the City's lighting standards. (decision should
be made on-site after the building and parking lot are built).
2. Dog Run:
4' chain-link fence be changed to 4' ornamental fence.
3. Over -story Trees:
Consider additional trees along the project perimeter (decision should
be made on-site after the building and parking lot are built).
4. Infiltration Basin:
Consider installing additional landscaping as a buffer between the
west Stormwater infiltration basin, and the Edgewood Road sidewalk
The Mounds View Vision
A Thriving Desirable Community
Item 08D
Page 7 of 11
and private tot lot (decision should be made on-site after the building
and improvements are installed).
5. Fire Access: Consider emergency access between Greenfield Ave hammerhead,
and parking lot.
6. Parking Lot Setback: Parking lot setback (SE corner) to match that of building setback,
resulting in the loss of two parking stalls.
Respectfully submitted,
�eval04
Jon Sd AICP
Community Development Director
Attachments
1. Aerial Map
2. Site Photos
4. Resolution 9132
5. Plan set, submitted May 30, 2019
Item 08D
Page 8 of 11
Aerial Map
The Mounds View Vision
A Thriving Desirable Community
jL
4
end
2
d
._
o
2
d
Item 08D
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View from Edgewood Dr, looking north (hoe's), (May 29, 2019)
View from Co Rd H2 & Edgewood Dr, looking south (May 29, 2019)
The Mounds View Vision
A Thriving Desirable Community
Item 08D
Page 11 of 11
View from Co Rd H2 & Greenwood Dr, looking south (May 29, 2019)
1 View of Bel Rae (left) and Brentwood Terrace (right), looking SE (May 29, 2019)
The Mounds View Vision
A Thriving Desirable Community
RESOLUTION 9132
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION APPROVING A RESIDENTIAL PLANNED UNIT DEVELOPMENT
AND DEVELOPMENT REVIEW OF CROSSROAD POINTE, A MULTI -FAMILY
DWELLING TO BE LOCATED AT 2390, 2394 MOUNDS VIEW BOULEVARD, AND
2400 COUNTY ROAD H2
WHEREAS, INH Property Management Inc (Developer), representing the property
owner; Mounds View Economic Development Authority, is requesting a Conditional Use Permit
for a Residential Planned Unit Development, and a Development Review on property; legally
described as:
Address
PID
Legal Description
2400
08-30-23-31-0005
The North 363 feet of the West 330 feet of the Northeast 1/4 of the Southwest
County
1/4 of Section 8, Township 30, Range 23, Ramsey County, Minnesota.
Road H2
2394
08-30-23-31-0071
That part of the Northeast 1/4 of the Southwest 1/4 of Section 8, Township 30,
Mounds
Range 23, Ramsey County, Minnesota, described as follows: Beginning at the
View Blvd
intersection of the East line of the West 330 feet and the South line of the
North 365.46 feet of said Northeast 1/4 of the Southwest 1/4; thence North
parallel with the West line of said Northeast 1/4 of the Southwest 1/4 a
distance of 255 feet; thence East parallel with the North line of said Northeast
1/4 of the Southwest 1/4 a distance of 47.07 feet; thence Southeasterly to the
intersection of the East line of the West 475 feet and the South line of the
North 193.01 feet of said Northeast 1/4 of the Southwest 1/4 ; thence South
parallel with the West line of said Northeast 1/4 of the Southwest 1/4 and to
the South line of the North 365.46 feet thereof; thence West to the point of
beginning, according to the United States Government Survey thereof and
situate in Ramsey County, Minnesota. Together with a non-exclusive easement
for driveway purposes, 25 feet in width, over and across part of the Northeast
1/4 of the Southwest 1/4 of Section 8, Township 30, Range 23, Ramsey County,
Minnesota, the South and Southwesterly lines of which are described as
follows: Beginning at the intersection of the East line of the West 360 feet and
the South line of the North 110.46 feet of said Northeast 1/4 of the Southwest
1/4; thence East parallel with the North line of said Northeast 1/4 of the
Southwest 1/4 a distance of 17.07 feet; thence Southeasterly to the First
American Title Insurance Company intersection of the East line of the West
475 feet and the South line of the North 193.01 feet of said Northeast 1/4 of
the Southwest 1/4; and said line there terminating.
2390
08-30-23-31-0072
That part of the North 365.46 feet of the NE % of the SW % of Section 8,
Mounds
Township 30, Range 23, Ramsey County, Minnesota lying Southwesterly of the
View Blvd
center line of State Trunk Highway No. 10 except the West 330 feet there of
and except that part described as follows: Beginning at the intersection of the
East line of the West 330 feet and the South line of the North
Resolution 9132
Page 2 of 5
365.46 feet of said NE % of the SW %; thence North parallel with the West line
of said NE % of the SW % a distance of 255 feet; thence East parallel with the
North line of said NE % of the SW % a distance of 47.07 feet; thence
Southeasterly to the intersection of the East line of the West 475 feet and the
South line of the North 193.01 feet of said NE % of the SW %; thence South
parallel with the West line of said NE % of the SW % and to the South line of
the North 365.46 feet thereof; thence West to the point of beginning.
Together with a non-exclusive easement for driveway purposes over and
across the South 31 feet of the North 345.46 feet of the East 115 feet of the
West 475 feet of the NE % of the SW % of Section 8, Township 30, Range 23,
Ramsey Comity, Minnesota. Together with a non-exclusive easement for
parking purposes over and across the East 10 feet of that part of the NE % of
the SW % of Section 8, Township 30, Range 23, Ramsey County, Minnesota
described as follows: Beginning at the intersection of the East line of the West
330feet and the South line of the North 365.46 feet of said NE % of the SW %;
thence North parallel with the West line of said NE % of the SW % a distance of
255 feet; thence East parallel with the North line of said NE % of the SW % a
distance of 47.07 feet; thence Southeasterly to the intersection of the East line
of the West 475 feet and the South line of the North 193.01 feet of said NE
of the SW %; thence South parallel with the West line of sad NE % of the SW
and to the South line of the 365.46 feet thereof; thence West to the point of
beginning. Together with an easement for utility purposes over, under and
across the South 10 feet of the North 314.46 feet of the East 115 feet of the
West 475 feet of the NE % of the SW % of Section 8, Township 30, Range 23,
Ramsey County, Minnesota.
WHEREAS, the properties are zoned PUD Planned Unit Development, and are within
the County Road 10 Corridor Overlay District; and,
WHEREAS, all permitted uses, accessory uses, and conditional uses within all zoning
districts are a Permitted Use within a PUD district. Multi -Family Dwellings are a Conditional
Use within the R-4 High Density Residential district, and therefore are a Permitted Use within
the PUD District, subject to approval of a Conditional Use Permit for a Residential Planned Unit
Development; and,
WHEREAS, a Development Review is required for construction activity that increases
the gross square footage of the principle building by 10% or 10,000 square feet. The Developer
has proposed a new 145,000 sq ft building; and,
WHEREAS, the Developer has submitted the following;
Applications
Geotechnical Report (Chosen Valley Testing)
3D renderings
Site Plan (Cole Group)
Civil plans (Schultz Engineering)
Landscape Plan (Cole Group)
Photometric Plan (Rouzer Group)
dated, Jan 14, 2019
dated Mar 21, 2019, received May 2, 2019)
undated, received, May 30, 2019
undated, received May 30, 2019
undated, received May 30, 2019
undated, received May 30, 2019
dated May 30, 2019, received May 30, 2019
Resolution 9132
Page 3 of 5
Architectural Plans (Cole Group)
Elevation plans (Cole Group)
Preliminary Plat (O'Malley & Kron)
Final Plat (O'Malley & Kron)
undated, received May 2, 2019
undated, received May 30, 2019
undated, received May 30, 2019
undated, received May 30, 2019
WHEREAS, plans submitted by the Developer, received May 2, 2019, were distributed
by Staff to applicable departments and agencies. Comments were received from the following:
Tyler McLeete, Stantec, City Engineer
(May 21, 2019)
Nick Henly, Mounds View, Building Official
(May 17, 2019)
Jacob Martin, Mounds View, Fire Inspector I
(May 16, 2019)
Gregg Gund, Ramsey County, Survey Technician
(May 29, 2019)
Erin Laberee, Ramsey County, Traffic Engineer
(May 7, 2019)
Nick Tomczik, Rice Creek Watershed District, Permit Coordinator
(May 7, 2019)
WHEREAS, the Developer submitted revised plans on May 30, 2019. Applicable plans
were included in the June 24, 2019 City Council Staff Report; and,
WHEREAS, the Planning Commission reviewed the request at its June 19, 2019
meeting, recommending approval (Resolution 1099-19); and,
WHEREAS, the City Council conducted a dully noticed Public Hearing on June 24,
2019; and makes the following Findings (italics):
The use will not create an excessive burden on existing parks, schools, streets and other
public facilities and utilities which serve or are proposed to serve the area.
Finding: The proposed 128 -unit apartment building will not create an excessive
burden on public facilities.
2. The use will be sufficiently compatible or separated by distance or screening from
adjacent residentially zoned or used land so that existing homes will not be depreciated in
value and there will be no deterrence to development of vacant land.
Finding: The proposed 128 -unit apartment building includes sufficient setbacks and
landscaped screening from adjacent single-family homes.
3. The structure and site shall have an appearance that will not have an adverse effect upon
adjacent residential properties.
Finding: The proposed 128 -unit apartment building includes features such as decks
and patios along Edgewood Dr to better assimilate into its residential
setting.
4. The use, in the opinion of the City Council, is reasonably related to the overall needs of
the City and to the existing land use.
Resolution 9132
Page 4 of 5
Finding: The proposed 128 -unit apartment building fits a need for additional
market -rate housing, as demonstrated by a housing study submitted by the
Developer, and completed by Viewpoint Consulting Group, dated April
23, 2018. The study supports a need for 130 —173 market -rate apartment
units between the years 2017-2022 within the Mounds View area, to
capture 15% - 20% of the unmet demand within the area.
5. The use is consistent with the purposes of the Zoning Code and the purposes of the
zoning district in which the applicant intends to locate the proposed use.
Finding: The proposed 128 -unit apartment building is consistent with the purposes
of a Planned Unit Development.
6. The use is not in conflict with the Comprehensive Plan of the City.
Finding: The Comprehensive Plan (2008) guides these properties as Mixed Use
PUD. The proposed apartment building is consistent with the residential
component of the Mixed -Use designation.
7. The use will not cause traffic hazards or congestion.
Finding: The addition of a 128 -unit apartment building will significantly increase
local traffic. Careful consideration was made on the appropriate location
of the property's driveway access, with consultation from Ramsey County
and the City Engineer. The proposed location on Edgewood Drive will
have the least impact on the greatest number of residents and users.
8. Adequate utilities, access roads, drainage and necessary facilities have been or will be
provided.
Finding: Adequate utilities, roads, and drainage facilities exist, or will be
constructed as part of the project.
WHEREAS, Prior to the issuance of any building permits, the Developer shall submit a
Landscape Escrow to the City, or other surety acceptable to the City Attorney, in an amount
equal to 150% of the estimated cost of landscape materials and labor. The City may hold this in
a non-interest bearing account. Landscaping shall be completed prior to a Certificate of
Occupancy (C/O) being issued. On or about one year after the C/O is issued and landscaping is
completed, landscaping shall be inspected by Staff. Any landscaping that has not survived or is
in poor health, shall be replaced by the Developer. The City shall refund the escrow, but may
withhold a proportionate amount until one-year after the replaced landscape materials have been
inspected and determined satisfactory.
Resolution 9132
Page 5 of 5
WHEREAS, in permitting a new conditional use, the City Council may impose
additional conditions which the City Council considers necessary to protect the best interest of
the surrounding area or community as a whole. These conditions shall be described in a PUD
Narrative and consistent with plans submitted May 30, 2019, to be approved by the City Council;
and,
NOW, THEREFORE, BE IT FINALLY RESOLVED, that the Mounds View City
Council approves of this Conditional Use Permit for a Residential Planned Unit Development,
and Development Review, and directs Staff to prepare a Final PUD Narrative, to be reviewed by
the City Attorney, and may be signed by the City Administrator, Mayor, and Applicant.
Adopted this 24th day of June 24, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
(SEAL)
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BOTANICAL NAME
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4
U
At--'Ai�rN)T1'1EN I 5UILL) INU
MMMM��
O ' 2 O' 4 O' 6 0'
LU
U-11
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= OPEN L,4NDSCAFE 4RE,4S
59,014 3F = 32.��% OF LOT AREA
� �S
LANDSCAPE PLAN NUMBER NOTES E -O
I. LANDSCAPE CLOTH, w/ ROCK / CEDAR MULCH THIS AREA SHOWN HATCHED.
2. TOPSOIL SPREAD OVER THE PROPOSED LAWN AREAS.
3. PLASTIC EDGING 36" OUT FROM BUILDING, AND OTHER MARKED AREAS.
4.
GENERAL NOTE:
A) VERIFY EXISTING TREE LOCATIONS AND QUANTITIES TO REMAIN,
AND ADJUST PLANTING SCHEDULE ACCORDINGLY, TO BE APPROVED BY CITY.
B) ALL LANDSCAPED AREAS TO BE IRRIGATED. EQUIPMENT TO HAVE BACK FLOW
PREVENTION DEVICE AND RAIN SENSOR DEVICE. VERIFY W/ G.C.
C) ALL LANDSCAPED AREAS WITHOUT ROCK / CEDAR MULCH TO HAVE SOD OR SEED. VERIFY W/ G.C.
D) PLANTING DEPTH OF ALL MATERIALS SHALL BE SUCH THAT THE ROOT FLAIR
IS AT FINISHED GRADE.
E) ALL DECIDUOUS AND CONIFEROUS TREES SHALL BE BALL AND BURLAP AND STAKES
GUYED PER NATIONAL NURSERYMEN'S STANDARDS. ALL SHRUBS SHALL BE POTTED.
PLANTING SCHEDULE
o�LU<
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COMMON NAME
BOTANICAL NAME
zF- LL-
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4
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c1 -<w
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O
(Y
REMARKS
3
A
AUTUMN BLAZE MAPLE
Acer rubrum 'Autumn Blaze'
-
2 1/2"
-
B t B
STRAIGHT LEADER
AND FULL CROWN
n o
B
LITTLE LEAF LINDEN
T-
dia cordata
2 I/2"
-
B t 8
STRAIGHT LEADER
cz
AND FULL CROWN
LU"
>o Luca
4
C
CRIMSON KING MAPLE
Acer platanoides
-
2 1/2"
-
B t B
STRAIGHT LEADER
AND FULL CROWN
-
D
0-
_
-
-
-
-
II
IDECIDUOU5 TREES PROVIDED
w11
E
0
FLOWERING CRABAPPLE
Malus 'Snowdrift'
—
2"
—
g t g
STRAIGHT LEADER
u,o�c
AND FULL CROWN
�<
5
F
SPRING SNOW CRABAPPLE
Malus 'Spring Snow'
-
2
_
B t B
STRAIGHT LEADER
o�
AND FULL CROWN
UZ
G
-
-
-
-
-
-
—
Q�-
-
03
H
SUNBURST HONEYLOCUST
Gleditsia Tmacanthos
-
2"
_
g t g
STRAIGHT LEADER
AND FULL CROWN
1-91DECIDUOUS
TREES PROVIDED
12
J BLACK HILLS SPRUCE
Picea glauca densata
6'-O"
-
-
B t B
STRAIGHT LEADER
W
LU LU
o�
12
K COLORADO BLUE SPRUCE
Picea pungens
61_0.0
_
_
B t B
STRAIGHT LEADER
24
CONIFEROUS TREES PROVIDED
cQ
II
L
GOLD MOUND SPIREA
Spiraea bumalda 'goldmound'
24"
-
-
POTTED
-
oe
In
10
M
NINEBARK SUMMER WINE
Pfiysocarpus opulifolws
24"
-
-
POTTED
-
en
0
23
N
COMPACT PJM RHODODENDRON
Spiraea bumalda 'goldmound'
24"
POTTED
-
U
LU
Il
P
C)
MISS KIM LILAC
syringa pantula 'miss kim'
24"
-
-
POTTED
-
SS
TOTAL DECIDUOUS SHRUBS PROVIDED
35
Q
DWARF GOLDEN ARBORVITAE
Thula occidentalis "Golden Globe"
24"
-
-
POTTED
-
LU
Lm
°;x
46
R
SAYIN JUNIPER
Juniperus Sabina
24
-
-
POTTED
-
W
21
S
HETZ MIDGET ARBORVITAE
Thula occidentalis "Hetz Midget"
2411
-
-
POTTED
-
102
TOTAL EVERGREEN SHRUBS PROVIDED
0
U
N
00
0
CO
w
J
i
N
i
0
w
0
J
m
RRP�� ' I✓
P N
OTI ZONED: B-31(HIGHWAY BUSINESS) \
A NOT PLA TIED
BL OCK I 1 REMOVE EXISTING DRIVEWAY ENTRANCE \
REPLACE WITH TURF PER COUNTY\
REQUIREMENTS h
1
PIM=906.59kd
\\4 I
INV=902.05 y \ REMOVE EXISTING ROAD ENTRANCE
REPLACE WITH TURF PER COUNTY
RIM=907.00 COUNTY ROAD H "� JNV=896.221 REQUIREMENTS \RIM=906.86 S 89°46'28" W 965.83
INV=894.60INV 5E=901.88INV 5=896.15N 89°46'28" E 1318.36 SN T SN SN SN SN8"V C P SN SN SN SN 907.74CENTER OF
RIM=906.78 O I SEC. OF SEC.
URB GUTTER INV=902.81 r, 8, T.30, R.23.
G G 12"C.I.P' I I I I I ` 0yO
W1/4 CORNER I I� I \ CURB &GUTTER cURe c
CUR CUT
OF SEC. 8,O OHP OHP OHP HP OHP p P E NOTE: DOWNSPOUTS LOCATED ON THE NORTH AND
T.30, R.23. L^ _ _ G EAST SIDES OF THE BUILDING SHALL BE CONNECTED TO
_RAI ==C 60_ _ 997 8' 0 0T � _ 9tJ8 - - o - \ ADJACENT PVC STORM SEWER VIA APPROPRIATE WYES,
30 BENDS, AND SCH 40 PVC PIPE. VERIFY LOCATION OF
30 30 CB8 - - - - - - - - Hla-910. 8 �' b �" C05 GOA \ F DOWNSPOUTS W/ ARCHITECTURAL PLANS
Is
C08 ELWI \y \
w NO E00
20 08.00 1q 45 1 1 1/4 SWl/ \
90 09 F SEC. 8, 23. `\ F
9 O O AJNDERGROUND STORMTE �
1 ST WATER STORA E E1�1 #3: I c° -
ZONED: R-2 v I O 74.4 (12) ROOF (9) SC -7 HAM ERS I H
Li J
(SINGLE & TWO FAMILY RESIDENTIAI I �R S W/ ISOLAT R ROW 1 `\ \\ \ n` \ SOUTH BOUND CL
1 O AS (SEE 5/C3) 1 I 1 \ \ (/ \
OF STATE TRUNK
O O�ss 080 1 v Ln / 47 0 09. \ HIGHWAY NO. 10-62
�
�° of 08 0n O EAST LI OF I� \ ccs �I \ \ CO2 \ \ \
1 INFILTRATION BASIN #2
(SEE 2/C3)
BOTTOM OF BASIN =-SkO.0
I S3 w
O
JtWtK Hl't LLAVINQ7
LENGTH SIZE
I�
I
I
15
1 16
BASIN OUTLET = 903CO
1 TOP OF BASIN = 90 .
m
00 v
O
I
I
"
CO2
I
BOTTOM OF BASIN
4" SAND/COMPOST
1 CONNECTTF_�_EXISTING
O
R-1976
909.65
STORM MANHOLE
100 LF
8" SCH 40 PVC @ 1.00%
CO3
2 INV = 899181
1 (FIELD VERIFY)
CL:= �i
v L�Lj >
8"
R-1976
910.05
00
Ln
8" SCH 40 PVC @ 1.00%
ZONED: P-1 (SINGLE FAMILY RESIDENTIAL
O
C04
8"
R-1976
W
903.28
70 LF
1 RIM=903.79 I
CB1
PROJECT
CBI
INV=901.64
-
905.50
INV=902.58=
SUMP=898.58
1 RIM=903.79
15"R.C.P
FES1/IB1
INV 902.50
R
lIV V=7U1.4�
NOTE: ALL EXISTING STORM
SEWER LOCATED EAST OF
1 EXISTING CONNECTION
/ 1FELE SlIALL BE REMOVED
�N DI POSED OF OFF-SITE
BASIN SIDEWALL
4" SAND/
COMPOST MIX
I
Al
4
3.
ELEV = 899.5
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
1 INFILTRATION BASIN #1
NTS
BOTTOM OF BASIN
4" SAND/COMPOST
MIX
BASIN SIDEWALL
4" SAND/
COMPOST MIX
3:7
/ ELEV = 900.0
Wil -
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
INFILTRATION BASIN #2
NTS
I
JtWtK Hl't LLAVINQ7
LENGTH SIZE
I�
I
I
15
1 16
6"
GFE = 903.50
O
906.28
�J
1
CO2
I
BOTTOM OF BASIN
4" SAND/COMPOST
CO2
MIX
BASIN SIDEWALL
4" SAND/
COMPOST MIX
I
Al
4
3.
ELEV = 899.5
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
1 INFILTRATION BASIN #1
NTS
BOTTOM OF BASIN
4" SAND/COMPOST
MIX
BASIN SIDEWALL
4" SAND/
COMPOST MIX
3:7
/ ELEV = 900.0
Wil -
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
INFILTRATION BASIN #2
NTS
ST - �iST -
14.45
5T ST -
-8" ORIFICE AT 903.00
CB10
K�
I
ST
ST
� I J • 1
L •
• �I��III �1Sol
STORM SEWER PIPE SCHEDULE
MANHULt UK UAIUN BASIN
STRUCTURE INSIDE DIA.* CASTING**
PROPOSED
JtWtK Hl't LLAVINQ7
LENGTH SIZE
BUILDING
14.45
MFE = 914.50
6"
GFE = 903.50
O
906.28
100 LF
6" SCH 40 PVC @ 1.00%
ST - �iST -
14.45
5T ST -
-8" ORIFICE AT 903.00
CB10
K�
I
ST
ST
� I J • 1
L •
• �I��III �1Sol
STORM SEWER PIPE SCHEDULE
MANHULt UK UAIUN BASIN
STRUCTURE INSIDE DIA.* CASTING**
tLLVAIIUNJ
RIM INVERT
JtWtK Hl't LLAVINQ7
LENGTH SIZE
IU
STRUCTURE
1
COMMENTS
CO1
6"
R-1976
909.20
906.28
100 LF
6" SCH 40 PVC @ 1.00%
CO2
CHAMBERS W/ ISOLATOR RO
CO2
8"
R-1976
909.65
905.28
100 LF
8" SCH 40 PVC @ 1.00%
CO3
MINIMUM OF 4 -INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE
CO3
8"
R-1976
910.05
904.28
100 LF
8" SCH 40 PVC @ 1.00%
C04
O
C04
8"
R-1976
909.60
903.28
70 LF
8" SCH 40 PVC @ 1.00%
CB1
PROJECT
CBI
48"
R -3067-L
905.50
INV=902.58=
SUMP=898.58
16 LF
15" HDPE @ 0.50%
FES1/IB1
INV 902.50
FES2/1131
N/A
N/A
N/A
902.50
14 LF
12" HDPE @ 0.40%
STRUCTURE #1
STRUCTURE #1
SEE DETAIL
902.44
130 LF
12" HDPE @ 0.40%
CB2
U
CB2
48"
R -3067-L
905.30
901.92
32 LF
12" HDPE @ 0.40%
CB3
CB3
48"
R -3067-L
905.30
901.79
70 LF
12" HDPE @ 0.40%
CB4
CB4
48"
R -3067-L
905.50
901.51
96 LF
18" SCH 40 PVC @ 0.307o
CB5
O
60"
R -3067-L
905.50
=01.22CB5
897 22
SIUMP 9
24 LF
24" HDPE @ 0.30%
STORMTECH
INV = 901.15
SIUKMILCH
SYSTEM
N/A
N/A
N/A
901.15
10 LF
12" HDPE @ 0.40%
OUTLET
STRUCTURE #2
STRUCTURE #2
SEE DETAIL
901.11
38 LF
12" HDPE @ 0.40%
STMH1
C136
48"
R -3067-L
906.30
902.30
106 LF
15" RCP @ 1.08%
CB7
C137
48"
R -3067-L
906.30
901.16
18 LF
15" RCP @ 1.11%
STMH1
STMH 1
48"
R-1733
906.80
900.96
214 LF
15" RCP @ 0.35%
STMH2
STMH2
48"
R-1733
904.70
900.21
86 LF
15" RCP @ 0.34%
STMH3
STMH3
48"
R-1733
905.00
"ORIFICE=903.
INV=899.91
30 LF
15" RCP @ 0.33%
EXISTING MH
=
INV 899.81
C05
6"
R-1976
909.25
906.60
76 LF
6" SCH 40 PVC @ 1.00%
C06
C06
6"
R-1976
908.25
905.84
76 LF
6" SCH 40 PVC @ 1.00%
C07
C07
8"
R-1976
908.05
905.08
76 LF
8" SCH 40 PVC @ 1.00%
C08
C08
8"
R-1976
908.20
904.32
100 LF
8" SCH 40 PVC @ 1.00%
CB8
CB8
48"
R -3067-L
906.50
SIUMP9899.32
108 LF
15" HDPE @ 0.30%
FES3/IB2
INV = 903.00
CB9
48"
R -3067-L
903.00
INV=RMTECH
SUMP=895.07
14 LF
24" HDPE @ 0.50%
SYSTEM #2
INV = 899.00
CB10
48"
R -3067-L
903.00
900.00
86 LF
15" HDPE @ 1.06%
CBl0A
CBl0A
48"
R -3067-L
905 90
18 LF
24"HDPE @ 0 50%
INV - 899 00
2.40 STORAX WATER STORAC,Y \ \ x� SUMP=895.09 -
4 SYSTEM`#2: p \
,20 C7 I -9!D (9) ROWS 0(10) SC -7,40 \ \ \ / *MANHOLE INTERIOR DIAMETERS WERE DETERMINED USING SIZING CALCULATION SOFTWARE PROVIDED BY CRETEX NORTH CONCRETE.
972 O CHAMBERS W7 ISO�fCTOR THE CONTRACTOR SHALL VERIFY THAT THE INTERIOR DIAMETERS SHOWN ON THE ABOVE TABLE ARE APPROPRIATE.
ROW SEE 4/C3 / \ \ \ \ ' !i
1 1'85 SS "� Ntj. v I I / 10 30 I CO '7-1\ *ALL SPECIFIED CASTINGS ARE MANUFACTURED BY NEENAH FOUNDARY COMPANY
I I \ \ \ c
12.5 1 1 I INTERSE �%i
q I EASTLINoFwEST \ \ \� \\\ �� GRADING NOTES:
10 p 475 FT & 56UTH LIN \ \
1 I I OF NORTH 1901 FT O \ \ E 0 \ 410
`
1 I OF NEI/4 OF 51 °0 \ \ \ \\\ \ / 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM
9 5T M= 6.0 1 SEC. 8, T.30, R.23.\ SW'LY F \ \�\ O AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION
2015"R.C..- IN 18 � � STATE TR AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING
10 TtN\ V -q I I 6 N-^' \ \ \ �\ \ GRADES SHALL ALSO BE VERIFIED.
1 I 03.45 p Coote
2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL
FT
90
�� 08
ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN
OUTLET
STRUCTURE #2
AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH
(SEE 10/C2)
AS POSSIBLE.
UNDERGROUND STORMTECH
2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE
STORM WATER STORAGE SYSTEM #1:
INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
(10) ROWS OF (16) MC -4500 -
WITH SILT FENCE.
CHAMBERS W/ ISOLATOR RO
(SEE 3/C3)
ZONED: R-1 (SINGLE FAMILY RESIDENTIAL)
NOT
OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.).
INFILTRATION BASIN NOTES:
1 1 FT \ \ \ SURVEY PROVIDED BY O'MALLEY & KRON LAND SURVEYORS, COLD SPRING, MN. (320) 685-5905
C. 3 , R.2 03.45
139 KI E _ \ \ \ \ 3. BENCHMARK: TOP NUT OF HYDRANT LOCATED IN SOUTHWEST QUADRANT OF INTERSECTION
C
Tv \ OF COUNTY ROAD H2 AND GREENFIELD AVENUE - ELEV = 910.79 (88 DATUM)
o J •�S � \�tiA \ \ \ �
Cg D o O 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN
/07• I� EDdt IGS E 0 O��O ` \ \ ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE
SO o O O \0 \ \ \ SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS.
D6 CB
RB CU CB _ - - - - - `3 Os \ \\ \ \
06 0 ` \\ \ ` \ 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE
F ROUTE - -_� 906 •8 h � \ O \ \
- - �`V C 1 / 4 \ o \ \\ OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE
ss i O b x \ \ INSTALLATION OF ANY STORM SEWER UTILITIES.
-u' WA
O6 1 0 .60 O TH
N R DOC.
CB 90 E1/4O / - \ \ 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A
CB7 CB6
CB3 \ 5 _ _ _ \ Com° \ UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF
m-- 1 - _ - - 90 EOROU \� UTILITIES BEFORE BEGINNING WORK.
06.,501 z OHP` \ \ \ 7. SEE SHEET C2 FOR STANDARD DETAILS.
------ �_-- O \ \
6, S 55 EOF ROUTE EOF ROUTE - - \ \ \ \ 8. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE
1 L 1 EX I O$ 0)�S / �\ \ THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS.
Z 1 INTERSECTION OF RETAINING WALL NOTE: HIGHEST ELEVATION ALONG FES1
EAST LINE OF WEST LENGTH = 34 LF EMERGENCY OVERFLOW (EOF) FES2 \ \ 9. TRASH GUARDS SHALL BE INSTALLED ON ALL STORM SEWER END SECTIONS.
RIM- 330 FT & SOUTH LINE HEIGHT= 0 TO 1.5 -FT ROUTE IS 906.0
I =897. 95 EX i O N OUTLET ZO ED: PUD (PLANNED UNIT DEVELOPMENT) \ 10. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE
DEMOLITION sA W OF NORTH 365.46 FT ZONED: R-4 (HIGH DENSITY RESIDENTIAL) I STRUCTURE #1 A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION.
LIMITS I OF NEI/4 OF SWI/4, D I (SEE 9/C2) INFILTRATION BASIN #1
1 Q I SEC. 8, T.30, R.23. 1 D (SEE 1/C3)
1 I A BOTTOM F IN = 899.5 1 1. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES.
O I D BASIN O (�--2.5 CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY
I J N I TOP OF SIN = 906.0 THE CONTRACTOR
I � I SEGO NE
12. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE
I 1 INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT
NEER BLOCK BLOCK ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.
1 IGEN 13. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS.
I � I C
14. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED
OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE
1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS POSSIBLE
4. ONCE EXCAVATED TO FINAL GRADE INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE
ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN
THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE
AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH
INFILTRATION AREA. ALL INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE THAT
AS POSSIBLE.
UNAUTHORIZED EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREAS.
2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE
5. ONCE THE INFILTRATION BASINS ARE COMPLETED AND THE SITE HAS BEEN
INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE
WITH SILT FENCE.
INFILTRATION RATES OF THE BOTTOMS OF THE BASINS. THE TEST RESULTS SHALL
BE SUBMITTED TO THE CITY AND THE ENGINEER.
3. THE BOTTOM OF THE INFILTRATION BASIN SHALL BE SCARIFIED TO A MINIMUM DEPTH
6. FINAL STABILIZATION OF THE INFILTRATION BASINS SHALL NOT BE COMPLETED UNTIL
OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.).
THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.
AFTER SCARIFICATION, THE BASIN SIDEWALLS AND BOTTOM SHALL BE LINED WITH A
Z
MINIMUM OF 4 -INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE
PLACED AS LOOSELY AS POSSIBLE.
w
BOTTOM OF BACKFILL/
TOP OF CRUSHED ROCK
ELEVATION =905.23
TOP OF CHAMBER
ELEVATION=904.23
U
TOP OF PAVEMENT
LOW ELEVATION = 906.70
HIGH ELEVATION = 910.75
BOTTOM OF CLASS 5/
TOP OF BACKFILL
LOW ELEVATION = 905.95
HIGH ELEVATION = 910.00
INLET - ELEVATION=901.15 J
(VERIFY W/ MANUFACTURER)
BOTTOM OF CHAMBER
OUTLET - ELEVATION=901.15 ELEVATION=899.23
(VERIFY W/ MANUFACTURER) BOTTOM OF STONE
ELEVATION =898.48
NOTE: PAVEMENT AND CLASS 5
ELEVATIONS SHOWN ON THIS
DETAIL ARE THE ELEVATIONS AT
THE HIGHEST AND LOWEST
PAVEMENT ELEVATION ABOVE
THE SYSTEM. SURFACE
ELEVATIONS WILL VARY ABOVE
THE STORMTECH SYSTEM.
FOR ADDITIONAL INFORMATION
REGARDING THE STORMTECH
SYSTEM, CONTACT THE
FOLLOWING:
ADS CONTACTS:
TOM ROONEY
(612)756-3552
MIKE ARENDS
(612)597-1909
NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH MC -4500
UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
UNDERGROUND STORM WATER STORAGE SYSTEM # 1 ELEV
NTS
TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE
STORMTECH SYSTEM NOTES. RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE
POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE.
1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS
POSSIBLE ACROSS AREA DESIGNATED FOR STORMTECH SYSTEM, AND BE ONLY
LOW IMPACT TRACK EQUIPMENT. DESIGNATED AREA SHALL BE EXCAVATED
WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH AS POSSIBLE.
2. THE BOTTOM OF THE STORMTECH EXCAVATION SHALL BE SCARIFIED TO A
MINIMUM DEPTH OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT
(TILLER, RIPPER, ETC.) PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE
3. ONCE THE EXCAVATION AND SCARIFICATION IS COMPLETED, THE CONTRACTOR
SHALL ARRANGE AND PAY FOR TESTING THE INFILTRATION RATE OF THE BOTTOM OF
THE EXCAVATION PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE. THE TEST
RESULTS SHALL BE SUBMITTED TO THE CITY AND THE ENGINEER.
4. STORMTECH SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
TOP OF PAVEMENT
LOW ELEVATION = 903 70
BOTTOM OF BACKFILL/
TOP OF CRUSHED ROCK
HIGH ELEVATION = 907.00
ELEVATION =902.00
BOTTOM OF CLASS 5/
TOP OF CHAMBER
TOP OF BACKFILL
ELEVATION=901.50
LOW ELEVATION = 903.05
_
HIGH ELEVATION = 906.25
INLET - ELEVATION =899.00 -
(VERIFY W/ MANUFACTURER)
BOTTOM OF CHAMBER
ELEVATION =899.00
BOTTOM OF STONE
ELEVATION=898.50
FOR ADDITIONAL INFORMATION
REGARDING THE STORMTECH
SYSTEM, CONTACT THE
FOLLOWING:
ADS CONTACTS:
TOM ROONEY
(612)756-3552
MIKE ARENDS
(612) 597-1909
NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH SC -740
UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
UNDERGROUND STORM WATER STORAGE SYSTEM #2 ELEV
NTS
BOTTOM OF BACKFILL/
TOP OF CRUSHED ROCK
ELEVATION=902.00
TOP OF CHAMBER
ELEVATION =901.507
NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE
TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES,
THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDED
BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSING
FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK
TOP OF PAVEMENT
LOW ELEVATION = 905.95
HIGH ELEVATION = 909.20
BOTTOM OF CLASS 5/
TOP OF BACKFILL
LOW ELEVATION = 905.20
HIGH ELEVATION = 908.45
yl n
u V
INLET - ELEVATION =899.00
(VERIFY W/ MANUFACTURER)
BOTTOM OF CHAMBER
ELEVATION=899.00
BOTTOM OF STONE
ELEVATION=898.50
NOTE: PAVEMENT AND CLASS 5
ELEVATIONS SHOWN ON THIS
DETAIL ARE THE ELEVATIONS AT
THE HIGHEST AND LOWEST
PAVEMENT ELEVATION ABOVE
THE SYSTEM. SURFACE
ELEVATIONS WILL VARY ABOVE
THE STORMTECH SYSTEM.
FOR ADDITIONAL INFORMATION
REGARDING THE STORMTECH
SYSTEM, CONTACT THE
FOLLOWING:
ADS CONTACTS:
TOM ROONEY
(612) 756-3552
MIKE ARENDS
(612)597-1909
NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH SC -740
UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
UNDERGROUND STORM WATER STORAGE SYSTEM #3 ELEV
NTS
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Item No: 08E
Meeting Date: June 24, 2019
MOUNDtSVVI EWType of Business: Council Business
City Administrator Review:
City of Mounds View Staff Report
To: Honorable Mayor and City Council
From: Jon Sevald, Community Development Director
Item Title/Subject: Public Hearing; Resolution 9133, Approving the Preliminary Plat
of Crossroad Pointe (Planning Case MU2019-001)
Introduction:
INH Properties is proposing to develop a 128 -unit apartment building at the south corner of
Mounds View Boulevard and County Road H2. The project involves multiple planning
applications, including a request for Preliminary Plat approval.
Discussion:
As -is, the project consists of three parcels, divided by Greenfield Ave. The Developer is proposing
that the City vacate the street and all city easements, and combine the properties into one lot.
Greenfield Avenue would terminate as a Hammerhead dead-end. There would be no access
from Greenfield Avenue into the plat. All access from the plat would be from Edgewood Drive, as
was directed by the City Council at its February 4, 2019 Work Session.
Analysis
A Preliminary Plat of a Major Subdivision involves the division of property in which more than
one additional parcel or lot is created, or which is two acres or larger in size. The subject
property is four acres (excluding right-of-way dedication).
The property is zoned PUD Planned Unit Development, and guided as Mixed Use PUD in the
Comprehensive Plan (2008). Minimum lot size and dimensions are to be determined by the City
Council as subject to an approved PUD.
The Developer has submitted a Survey, Preliminary Plat, Final Plat, and Grading & Drainage
Plan to the City. Staff disseminated plans to applicable departments and agencies for
comments. The City has completed a Title Certificate, to be reviewed by the City Attorney.
In general, the Preliminary Plat is consistent with the City Code, subject to Rice Creek
Watershed District (RCWD) permitting requirements, and any requirements of the County
Surveyor.
Approval of a Preliminary Plat provides direction from the City to the Developer, to prepare a
Final Plat to be approved at a later date.
Strategic Plan Strategy/Goal:
Continue BR&E program, maximize utilization of development space and current list of available
sites, encourage land owners to maintain their properties, & consider residential development.
Financial Impact:
None.
Item 08E
Page 2 of 3
Summary
INH Properties is requesting approval of a Preliminary Plat to combine three parcels into one lot,
for a planned apartment building. Prior to Final Plat approval, it is the City's intent to vacate a
portion of Greenfield Avenue.
A Public Hearing Notice was published in the June 12, 2019 Bulletin, and mailed to property
owners and occupants within 700' of the project (twice the required distance),
Planning Commission Recommendation:
The Planning Commission recommended approval of the Preliminary Plat at its June 19, 2019
meeting (Resolution 1100-19).
Staff Recommendation:
Staff recommends that the Council hold a Public Hearing, and Table the Preliminary Plat until
July 8, 2019, so that all actions on Crossroad Pointe happen concurrently.
The City Council is requested to consider the following options:
1. Approve Resolution 9133, approving the Preliminary Plat.
2. Deny Resolution 9133. If the Council chooses this option, Staff would need to be directed to
draft a resolution of denial with findings of fact appropriate to support the denial.
3. Table the request. If additional information is needed before a decision can be rendered or
if more discussion is needed, the Council can simply move to table the request until such
information has been provided.
Respectfully submitted,
04
Jon Sevald AICP
Community Development Director
Attachments
1. Aerial Map
2. Resolution 9133
3. Preliminary Plat, submitted May 30, 2019
The Mounds View Vision
A Thriving Desirable Community
Item 08E
Page 3 of 3
Aerial Map
The Mounds View Vision
A Thriving Desirable Community
RESOLUTION 9133
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION APPROVING THE PRELIMINARY PLAT OF CROSSROAD POINTE
WHEREAS, INH Property Management Inc (Developer), representing the property
owner; Mounds View Economic Development Authority, is requesting approval of a Preliminary
Plat of a Major Subdivision on property; legally described as:
Address
PID
Legal Description
2400
08-30-23-31-0005
The North 363 feet of the West 330 feet of the Northeast 1/4 of the Southwest
County
1/4 of Section 8, Township 30, Range 23, Ramsey County, Minnesota.
Road H2
2394
08-30-23-31-0071
That part of the Northeast 1/4 of the Southwest 1/4 of Section 8, Township 30,
Mounds
Range 23, Ramsey County, Minnesota, described as follows: Beginning at the
View Blvd
intersection of the East line of the West 330 feet and the South line of the
North 365.46 feet of said Northeast 1/4 of the Southwest 1/4; thence North
parallel with the West line of said Northeast 1/4 of the Southwest 1/4 a
distance of 255 feet; thence East parallel with the North line of said Northeast
1/4 of the Southwest 1/4 a distance of 47.07 feet; thence Southeasterly to the
intersection of the East line of the West 475 feet and the South line of the
North 193.01 feet of said Northeast 1/4 of the Southwest 1/4 ; thence South
parallel with the West line of said Northeast 1/4 of the Southwest 1/4 and to
the South line of the North 365.46 feet thereof; thence West to the point of
beginning, according to the United States Government Survey thereof and
situate in Ramsey County, Minnesota. Together with a non-exclusive easement
for driveway purposes, 25 feet in width, over and across part of the Northeast
1/4 of the Southwest 1/4 of Section 8, Township 30, Range 23, Ramsey County,
Minnesota, the South and Southwesterly lines of which are described as
follows: Beginning at the intersection of the East line of the West 360 feet and
the South line of the North 110.46 feet of said Northeast 1/4 of the Southwest
1/4; thence East parallel with the North line of said Northeast 1/4 of the
Southwest 1/4 a distance of 17.07 feet; thence Southeasterly to the First
American Title Insurance Company intersection of the East line of the West
475 feet and the South line of the North 193.01 feet of said Northeast 1/4 of
the Southwest 1/4; and said line there terminating.
2390
08-30-23-31-0072
That part of the North 365.46 feet of the NE % of the SW % of Section 8,
Mounds
Township 30, Range 23, Ramsey County, Minnesota lying Southwesterly of the
View Blvd
center line of State Trunk Highway No. 10 except the West 330 feet there of
and except that part described as follows: Beginning at the intersection of the
East line of the West 330 feet and the South line of the North
365.46 feet of said NE % of the SW %; thence North parallel with the West line
of said NE % of the SW % a distance of 255 feet; thence East parallel with the
North line of said NE % of the SW % a distance of 47.07 feet; thence
Resolution 9133
Page 2 of 3
Southeasterly to the intersection of the East line of the West 475 feet and the
South line of the North 193.01 feet of said NE % of the SW %; thence South
parallel with the West line of said NE % of the SW % and to the South line of
the North 365.46 feet thereof; thence West to the point of beginning.
Together with a non-exclusive easement for driveway purposes over and
across the South 31 feet of the North 345.46 feet of the East 115 feet of the
West 475 feet of the NE % of the SW % of Section 8, Township 30, Range 23,
Ramsey Comity, Minnesota. Together with a non-exclusive easement for
parking purposes over and across the East 10 feet of that part of the NE % of
the SW % of Section 8, Township 30, Range 23, Ramsey County, Minnesota
described as follows: Beginning at the intersection of the East line of the West
330feet and the South line of the North 365.46 feet of said NE % of the SW %;
thence North parallel with the West line of said NE % of the SW % a distance of
255 feet; thence East parallel with the North line of said NE % of the SW % a
distance of 47.07 feet; thence Southeasterly to the intersection of the East line
of the West 475 feet and the South line of the North 193.01 feet of said NE
of the SW %; thence South parallel with the West line of sad NE % of the SW
and to the South line of the 365.46 feet thereof, thence West to the point of
beginning. Together with an easement for utility purposes over, under and
across the South 10 feet of the North 314.46 feet of the East 115 feet of the
West 475 feet of the NE % of the SW % of Section 8, Township 30, Range 23,
Ramsey County, Minnesota.
WHEREAS, the properties are zoned PUD Planned Unit Development, and are within the
County Road 10 Corridor Overlay District. The proposed land use is Multi -Family Residential, and is
consistent with approved uses within these districts; and,
WHEREAS, the properties are guided for Mixed Use PUD in the Comprehensive Plan (2008).
The City Council Finds that the Preliminary Plat is consist with the Comprehensive Plan; and,
WHEREAS, the Developer has submitted a Preliminary Plat and related plans to the City. These
plans were disseminated by Staff to applicable departments and agencies for comments.
WHEREAS, the Planning Commission considered the request, recommending Approval of the
Preliminary Plat at its June 19, 2019 meeting (Resolution 1100-19); and,
WHEREAS, the City Council conducted a dully noticed Public Hearing on June 24, 2019; and,
NOW, THEREFORE, BE IT RESOLVED, that the Mounds View City Council
approves of the Preliminary Plat of Crossroad Pointe, subject to compliance with the following
conditions:
The Developer shall comply with applicable requirements, received from:
Erin Laberee, Ramsey County, Traffic Engineer
(May 7, 2019)
Nick Tomczik, Rice Creek Watershed District, Permit Coordinator
(May 7, 2019)
Jacob Martin, Mounds View, Fire Inspector I
(May 16, 2019)
Nick Henly, Mounds View, Building Official
(May 17, 2019)
Tyler McLeete, Stantec, City Engineer
(May 21, 2019)
Greg Gund, Ramsey County, Survey Technician
(May 29, 2019)
Resolution 9133
Page 3 of 3
2. The Developer shall comply with any requirements of a Plat Opinion, to be issued by the City
Attorney.
The Developer shall pay a Park Dedication Fee of $110,000, equal to 10% of the land value (e.g.
10% of the agreed purchase price between the Mounds View EDA and INH Property
Management, excluding allowances). This fee shall be paid prior to the City signing the Final
Plat Mylar's.
4. The Developer shall construct all improvements shown on the Preliminary Plat (dated May 29,
2019), and Grading & Drainage Plan (undated, but received May 30, 2019) including, but not
limited to:
A. Greenfield Ave. hammerhead dead-end.
B. Removal of existing driveway access on Mounds View Blvd, restoration of landscaping
and trail, and restriping of shoulder.
C. All sidewalks and trails, whether within public right-of-way, or on private property.
D. All Stormwater infiltration basins, and related drainage infrastructure. Basins and
infrastructure shall be privately maintained.
E. All utilities shall be located, or relocated underground.
Minor variations from these plans may be administratively approved during the review process of
building permits and construction plans.
5. Approval of the Grading & Drainage Plan is subject to an approved permit issued by the Rice
Creek Watershed District (RCWD). A permit shall be approved or conditionally approved, prior
City approval of the Final Plat.
6. The Developer shall prepare and submit a Final Plat to the City for its review, and approval by
the City Council.
7. The City intends to Vacate any applicable public easement, prior to approval of the Final Plat.
8. Recording of the Final Plat shall occur after conveyance of the land from the EDA to the
Developer. All applicable easements shall be recorded concurrent with the Final Plat.
9. The Developer shall reimburse the City for all plan review expenses in excess of the Plat
Application Fee, including, but not limited to; City Engineer review, City Attorney review.
Adopted this 24t1i day of June, 2019.
Carol A. Mueller, Mayor
ATTEST:
Nyle Zikmund, City Administrator
(SEAL)
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REMOVE EXIST. �.�
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REPLACE WITH TURF PER COUNTY\
REQUIREMENTS h
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PIM=906.59kd
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REPLACE WITH TURF PER COUNTY
RIM=907.00 COUNTY ROAD H "� JNV=896.221 REQUIREMENTS \RIM=906.86 S 89°46'28" W 965.83
INV=894.60INV 5E=901.88INV 5=896.15N 89°46'28" E 1318.36 SN T SN SN SN SN8"V C P SN SN SN SN 907.74CENTER OF
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CUR CUT
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_RAI ==C 60_ _ 997 8' 0 0T � _ 9tJ8 - - o - \ ADJACENT PVC STORM SEWER VIA APPROPRIATE WYES,
30 BENDS, AND SCH 40 PVC PIPE. VERIFY LOCATION OF
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Is
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90 09 F SEC. 8, 23. `\ F
9 O O AJNDERGROUND STORMTE �
1 ST WATER STORA E E1�1 #3: I c° -
ZONED: R-2 v I O 74.4 (12) ROOF (9) SC -7 HAM ERS I H
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(SINGLE & TWO FAMILY RESIDENTIAI I �R S W/ ISOLAT R ROW 1 `\ \\ \ n` \ SOUTH BOUND CL
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OF STATE TRUNK
O O�ss 080 1 v Ln / 47 0 09. \ HIGHWAY NO. 10-62
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1 INFILTRATION BASIN #2
(SEE 2/C3)
BOTTOM OF BASIN =-SkO.0
I S3 w
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JtWtK Hl't LLAVINQ7
LENGTH SIZE
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BASIN OUTLET = 903CO
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100 LF
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1 (FIELD VERIFY)
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W
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NOTE: ALL EXISTING STORM
SEWER LOCATED EAST OF
1 EXISTING CONNECTION
/ 1FELE SlIALL BE REMOVED
�N DI POSED OF OFF-SITE
BASIN SIDEWALL
4" SAND/
COMPOST MIX
I
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4
3.
ELEV = 899.5
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
1 INFILTRATION BASIN #1
NTS
BOTTOM OF BASIN
4" SAND/COMPOST
MIX
BASIN SIDEWALL
4" SAND/
COMPOST MIX
3:7
/ ELEV = 900.0
Wil -
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
INFILTRATION BASIN #2
NTS
I
JtWtK Hl't LLAVINQ7
LENGTH SIZE
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906.28
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Al
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3.
ELEV = 899.5
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
1 INFILTRATION BASIN #1
NTS
BOTTOM OF BASIN
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Wil -
VARIES
NATIVE SAND
SOILS
NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
GRADE2
INFILTRATION BASIN #2
NTS
ST - �iST -
14.45
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STORM SEWER PIPE SCHEDULE
MANHULt UK UAIUN BASIN
STRUCTURE INSIDE DIA.* CASTING**
PROPOSED
JtWtK Hl't LLAVINQ7
LENGTH SIZE
BUILDING
14.45
MFE = 914.50
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906.28
100 LF
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ST - �iST -
14.45
5T ST -
-8" ORIFICE AT 903.00
CB10
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STORM SEWER PIPE SCHEDULE
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STRUCTURE INSIDE DIA.* CASTING**
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RIM INVERT
JtWtK Hl't LLAVINQ7
LENGTH SIZE
IU
STRUCTURE
1
COMMENTS
CO1
6"
R-1976
909.20
906.28
100 LF
6" SCH 40 PVC @ 1.00%
CO2
CHAMBERS W/ ISOLATOR RO
CO2
8"
R-1976
909.65
905.28
100 LF
8" SCH 40 PVC @ 1.00%
CO3
MINIMUM OF 4 -INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE
CO3
8"
R-1976
910.05
904.28
100 LF
8" SCH 40 PVC @ 1.00%
C04
O
C04
8"
R-1976
909.60
903.28
70 LF
8" SCH 40 PVC @ 1.00%
CB1
PROJECT
CBI
48"
R -3067-L
905.50
INV=902.58=
SUMP=898.58
16 LF
15" HDPE @ 0.50%
FES1/IB1
INV 902.50
FES2/1131
N/A
N/A
N/A
902.50
14 LF
12" HDPE @ 0.40%
STRUCTURE #1
STRUCTURE #1
SEE DETAIL
902.44
130 LF
12" HDPE @ 0.40%
CB2
U
CB2
48"
R -3067-L
905.30
901.92
32 LF
12" HDPE @ 0.40%
CB3
CB3
48"
R -3067-L
905.30
901.79
70 LF
12" HDPE @ 0.40%
CB4
CB4
48"
R -3067-L
905.50
901.51
96 LF
18" SCH 40 PVC @ 0.307o
CB5
O
60"
R -3067-L
905.50
=01.22CB5
897 22
SIUMP 9
24 LF
24" HDPE @ 0.30%
STORMTECH
INV = 901.15
SIUKMILCH
SYSTEM
N/A
N/A
N/A
901.15
10 LF
12" HDPE @ 0.40%
OUTLET
STRUCTURE #2
STRUCTURE #2
SEE DETAIL
901.11
38 LF
12" HDPE @ 0.40%
STMH1
C136
48"
R -3067-L
906.30
902.30
106 LF
15" RCP @ 1.08%
CB7
C137
48"
R -3067-L
906.30
901.16
18 LF
15" RCP @ 1.11%
STMH1
STMH 1
48"
R-1733
906.80
900.96
214 LF
15" RCP @ 0.35%
STMH2
STMH2
48"
R-1733
904.70
900.21
86 LF
15" RCP @ 0.34%
STMH3
STMH3
48"
R-1733
905.00
"ORIFICE=903.
INV=899.91
30 LF
15" RCP @ 0.33%
EXISTING MH
=
INV 899.81
C05
6"
R-1976
909.25
906.60
76 LF
6" SCH 40 PVC @ 1.00%
C06
C06
6"
R-1976
908.25
905.84
76 LF
6" SCH 40 PVC @ 1.00%
C07
C07
8"
R-1976
908.05
905.08
76 LF
8" SCH 40 PVC @ 1.00%
C08
C08
8"
R-1976
908.20
904.32
100 LF
8" SCH 40 PVC @ 1.00%
CB8
CB8
48"
R -3067-L
906.50
SIUMP9899.32
108 LF
15" HDPE @ 0.30%
FES3/IB2
INV = 903.00
CB9
48"
R -3067-L
903.00
INV=RMTECH
SUMP=895.07
14 LF
24" HDPE @ 0.50%
SYSTEM #2
INV = 899.00
CB10
48"
R -3067-L
903.00
900.00
86 LF
15" HDPE @ 1.06%
CBl0A
CBl0A
48"
R -3067-L
905 90
18 LF
24"HDPE @ 0 50%
INV - 899 00
2.40 STORAX WATER STORAC,Y \ \ x� SUMP=895.09 -
4 SYSTEM`#2: p \
,20 C7 I -9!D (9) ROWS 0(10) SC -7,40 \ \ \ / *MANHOLE INTERIOR DIAMETERS WERE DETERMINED USING SIZING CALCULATION SOFTWARE PROVIDED BY CRETEX NORTH CONCRETE.
972 O CHAMBERS W7 ISO�fCTOR THE CONTRACTOR SHALL VERIFY THAT THE INTERIOR DIAMETERS SHOWN ON THE ABOVE TABLE ARE APPROPRIATE.
ROW SEE 4/C3 / \ \ \ \ ' !i
1 1'85 SS "� Ntj. v I I / 10 30 I CO '7-1\ *ALL SPECIFIED CASTINGS ARE MANUFACTURED BY NEENAH FOUNDARY COMPANY
I I \ \ \ c
12.5 1 1 I INTERSE �%i
q I EASTLINoFwEST \ \ \� \\\ �� GRADING NOTES:
10 p 475 FT & 56UTH LIN \ \
1 I I OF NORTH 1901 FT O \ \ E 0 \ 410
`
1 I OF NEI/4 OF 51 °0 \ \ \ \\\ \ / 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM
9 5T M= 6.0 1 SEC. 8, T.30, R.23.\ SW'LY F \ \�\ O AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION
2015"R.C..- IN 18 � � STATE TR AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING
10 TtN\ V -q I I 6 N-^' \ \ \ �\ \ GRADES SHALL ALSO BE VERIFIED.
1 I 03.45 p Coote
2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL
FT
90
�� 08
ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN
OUTLET
STRUCTURE #2
AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH
(SEE 10/C2)
AS POSSIBLE.
UNDERGROUND STORMTECH
2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE
STORM WATER STORAGE SYSTEM #1:
INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
(10) ROWS OF (16) MC -4500 -
WITH SILT FENCE.
CHAMBERS W/ ISOLATOR RO
(SEE 3/C3)
ZONED: R-1 (SINGLE FAMILY RESIDENTIAL)
NOT
OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.).
INFILTRATION BASIN NOTES:
1 1 FT \ \ \ SURVEY PROVIDED BY O'MALLEY & KRON LAND SURVEYORS, COLD SPRING, MN. (320) 685-5905
C. 3 , R.2 03.45
139 KI E _ \ \ \ \ 3. BENCHMARK: TOP NUT OF HYDRANT LOCATED IN SOUTHWEST QUADRANT OF INTERSECTION
C
Tv \ OF COUNTY ROAD H2 AND GREENFIELD AVENUE - ELEV = 910.79 (88 DATUM)
o J •�S � \�tiA \ \ \ �
Cg D o O 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN
/07• I� EDdt IGS E 0 O��O ` \ \ ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE
SO o O O \0 \ \ \ SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS.
D6 CB
RB CU CB _ - - - - - `3 Os \ \\ \ \
06 0 ` \\ \ ` \ 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE
F ROUTE - -_� 906 •8 h � \ O \ \
- - �`V C 1 / 4 \ o \ \\ OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE
ss i O b x \ \ INSTALLATION OF ANY STORM SEWER UTILITIES.
-u' WA
O6 1 0 .60 O TH
N R DOC.
CB 90 E1/4O / - \ \ 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A
CB7 CB6
CB3 \ 5 _ _ _ \ Com° \ UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF
m-- 1 - _ - - 90 EOROU \� UTILITIES BEFORE BEGINNING WORK.
06.,501 z OHP` \ \ \ 7. SEE SHEET C2 FOR STANDARD DETAILS.
------ �_-- O \ \
6, S 55 EOF ROUTE EOF ROUTE - - \ \ \ \ 8. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE
1 L 1 EX I O$ 0)�S / �\ \ THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS.
Z 1 INTERSECTION OF RETAINING WALL NOTE: HIGHEST ELEVATION ALONG FES1
EAST LINE OF WEST LENGTH = 34 LF EMERGENCY OVERFLOW (EOF) FES2 \ \ 9. TRASH GUARDS SHALL BE INSTALLED ON ALL STORM SEWER END SECTIONS.
RIM- 330 FT & SOUTH LINE HEIGHT= 0 TO 1.5 -FT ROUTE IS 906.0
I =897. 95 EX i O N OUTLET ZO ED: PUD (PLANNED UNIT DEVELOPMENT) \ 10. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE
DEMOLITION sA W OF NORTH 365.46 FT ZONED: R-4 (HIGH DENSITY RESIDENTIAL) I STRUCTURE #1 A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION.
LIMITS I OF NEI/4 OF SWI/4, D I (SEE 9/C2) INFILTRATION BASIN #1
1 Q I SEC. 8, T.30, R.23. 1 D (SEE 1/C3)
1 I A BOTTOM F IN = 899.5 1 1. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES.
O I D BASIN O (�--2.5 CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY
I J N I TOP OF SIN = 906.0 THE CONTRACTOR
I � I SEGO NE
12. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE
I 1 INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT
NEER BLOCK BLOCK ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.
1 IGEN 13. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS.
I � I C
14. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED
OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE
1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS POSSIBLE
4. ONCE EXCAVATED TO FINAL GRADE INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE
ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN
THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE
AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH
INFILTRATION AREA. ALL INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE THAT
AS POSSIBLE.
UNAUTHORIZED EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREAS.
2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE
5. ONCE THE INFILTRATION BASINS ARE COMPLETED AND THE SITE HAS BEEN
INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE
WITH SILT FENCE.
INFILTRATION RATES OF THE BOTTOMS OF THE BASINS. THE TEST RESULTS SHALL
BE SUBMITTED TO THE CITY AND THE ENGINEER.
3. THE BOTTOM OF THE INFILTRATION BASIN SHALL BE SCARIFIED TO A MINIMUM DEPTH
6. FINAL STABILIZATION OF THE INFILTRATION BASINS SHALL NOT BE COMPLETED UNTIL
OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.).
THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.
AFTER SCARIFICATION, THE BASIN SIDEWALLS AND BOTTOM SHALL BE LINED WITH A
Z
MINIMUM OF 4 -INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE
PLACED AS LOOSELY AS POSSIBLE.
w
BOTTOM OF BACKFILL/
TOP OF CRUSHED ROCK
ELEVATION =905.23
TOP OF CHAMBER
ELEVATION=904.23
U
TOP OF PAVEMENT
LOW ELEVATION = 906.70
HIGH ELEVATION = 910.75
BOTTOM OF CLASS 5/
TOP OF BACKFILL
LOW ELEVATION = 905.95
HIGH ELEVATION = 910.00
INLET - ELEVATION=901.15 J
(VERIFY W/ MANUFACTURER)
BOTTOM OF CHAMBER
OUTLET - ELEVATION=901.15 ELEVATION=899.23
(VERIFY W/ MANUFACTURER) BOTTOM OF STONE
ELEVATION =898.48
NOTE: PAVEMENT AND CLASS 5
ELEVATIONS SHOWN ON THIS
DETAIL ARE THE ELEVATIONS AT
THE HIGHEST AND LOWEST
PAVEMENT ELEVATION ABOVE
THE SYSTEM. SURFACE
ELEVATIONS WILL VARY ABOVE
THE STORMTECH SYSTEM.
FOR ADDITIONAL INFORMATION
REGARDING THE STORMTECH
SYSTEM, CONTACT THE
FOLLOWING:
ADS CONTACTS:
TOM ROONEY
(612)756-3552
MIKE ARENDS
(612)597-1909
NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH MC -4500
UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
UNDERGROUND STORM WATER STORAGE SYSTEM # 1 ELEV
NTS
TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE
STORMTECH SYSTEM NOTES. RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE
POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE.
1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS
POSSIBLE ACROSS AREA DESIGNATED FOR STORMTECH SYSTEM, AND BE ONLY
LOW IMPACT TRACK EQUIPMENT. DESIGNATED AREA SHALL BE EXCAVATED
WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH AS POSSIBLE.
2. THE BOTTOM OF THE STORMTECH EXCAVATION SHALL BE SCARIFIED TO A
MINIMUM DEPTH OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT
(TILLER, RIPPER, ETC.) PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE
3. ONCE THE EXCAVATION AND SCARIFICATION IS COMPLETED, THE CONTRACTOR
SHALL ARRANGE AND PAY FOR TESTING THE INFILTRATION RATE OF THE BOTTOM OF
THE EXCAVATION PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE. THE TEST
RESULTS SHALL BE SUBMITTED TO THE CITY AND THE ENGINEER.
4. STORMTECH SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
TOP OF PAVEMENT
LOW ELEVATION = 903 70
BOTTOM OF BACKFILL/
TOP OF CRUSHED ROCK
HIGH ELEVATION = 907.00
ELEVATION =902.00
BOTTOM OF CLASS 5/
TOP OF CHAMBER
TOP OF BACKFILL
ELEVATION=901.50
LOW ELEVATION = 903.05
_
HIGH ELEVATION = 906.25
INLET - ELEVATION =899.00 -
(VERIFY W/ MANUFACTURER)
BOTTOM OF CHAMBER
ELEVATION =899.00
BOTTOM OF STONE
ELEVATION=898.50
FOR ADDITIONAL INFORMATION
REGARDING THE STORMTECH
SYSTEM, CONTACT THE
FOLLOWING:
ADS CONTACTS:
TOM ROONEY
(612)756-3552
MIKE ARENDS
(612) 597-1909
NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH SC -740
UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
UNDERGROUND STORM WATER STORAGE SYSTEM #2 ELEV
NTS
BOTTOM OF BACKFILL/
TOP OF CRUSHED ROCK
ELEVATION=902.00
TOP OF CHAMBER
ELEVATION =901.507
NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE
TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES,
THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDED
BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSING
FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK
TOP OF PAVEMENT
LOW ELEVATION = 905.95
HIGH ELEVATION = 909.20
BOTTOM OF CLASS 5/
TOP OF BACKFILL
LOW ELEVATION = 905.20
HIGH ELEVATION = 908.45
yl n
u V
INLET - ELEVATION =899.00
(VERIFY W/ MANUFACTURER)
BOTTOM OF CHAMBER
ELEVATION=899.00
BOTTOM OF STONE
ELEVATION=898.50
NOTE: PAVEMENT AND CLASS 5
ELEVATIONS SHOWN ON THIS
DETAIL ARE THE ELEVATIONS AT
THE HIGHEST AND LOWEST
PAVEMENT ELEVATION ABOVE
THE SYSTEM. SURFACE
ELEVATIONS WILL VARY ABOVE
THE STORMTECH SYSTEM.
FOR ADDITIONAL INFORMATION
REGARDING THE STORMTECH
SYSTEM, CONTACT THE
FOLLOWING:
ADS CONTACTS:
TOM ROONEY
(612) 756-3552
MIKE ARENDS
(612)597-1909
NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH SC -740
UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
UNDERGROUND STORM WATER STORAGE SYSTEM #3 ELEV
NTS
GRADING PLAN
T
O CL
N 0_
O Q
Oa
Lo O 3 O
I o0E
0 0
J (D} 0
a O c C
O�
m 0 C N
D U'N
O.5:
Q- V)
N O N
� Q L
�N
U O Q� N
N
E
z(D N
� -
c c
�>
U �0 a)
N
(r - 0)
w
W
0
w
w �
N O
04
x
U �
X
x
C 0
0 0
m
LL
V
(D � 0
U
Z
O
z
_
� co _>
��
OO N
co
Q 7
Z
N
z
w
0- Li _c
2
Z
U0
O
W
X11 w
U
0
UQ
�
PROJECT
N
NUMBER:
W
0'
c
19007
W
NC
N
U)
SCALE:
c
1 "=40'
_J
O
N
N
D
L
U
C3 of 6
W
U
U
>
N �
r
co
OC Z
O
0:3N =
N �
�
Z
O
w
U
Lu
Lu
0
� w
Z
o
Lu O N co v
� Z
w
Z
O
Q 7
Ow
Lu
O <
z
UQ
�
PROJECT
o-)
NUMBER:
19007
SCALE:
1 "=40'
0
C3 of 6
' I✓
,qg6
INSTALL
P ROPE`
'6 CY CLASS III RIP RAP
BASIN CTION
OVERLYING TYPE 4
912
ADDIT1ON ZONED: B-31(HIGHWA
BL OCK I
F
1
RIM=906.86
I
INV=894.60
ST ST
ST -
V N 89046'28" E 1318.36
5N
z
G
W1/4 CORNER
I
I�
OF SEC. 8,?-
O
ST ST -
Ln OHP
T.30, R.23.
O
Wi'�
wc
30
30
OC
a
`J �
N
1
N
ZONED: R-2
v
(SINGLE, & TWO FAMILY RE5I1)ENTIAI
W
I
PERIMETER SILT
N
V J
U)
FENCE (TYP)
C
_J
N
w 1�
LuLu
� I-
U
ry
o
0
O
V
V
C)
Ut
C)
2
H
v Li
N00
ZONED: P-1 (SINGLE FAMILY RESIDENTIAL)
Q
(DLo
1 RIM=903.79 I
I
INV=901.64
O
co
-
RIM=903.79
15"
� N =
o
INV=901
1 INSTALL CATCH
BASIN PROTECTION
I
00
(TYP)
cn
BL OCK I
I\ v I
30
30
I
I
TEMPORARY ROCK
CONSTRUCTION
ENTRANCE
1 I A
4
0
00000
Opp 00()000
SSS 00000000
GGA 00000000`
P 0000000��
0 00
0000000
O
6" BUMP FOR
KEEPING RUNOFF
ON SITE
V BUSINESS) \
lel 0 T PLA T TED
\
INSTALL CATCH RIM=906.59 a
BASIN PROTECT INV=902.05 O
RIM=907.00 (TYP) PROTECT ROAD H2 INSTAL CATCH \
INV 5E=901.88 PERIMETER SILT BASIN ROTECTION
INV 5=896.15 - - - - - FENCE (TYP) - 11-0
- (TYP) -
T SN SN SN SN 8" C P SN SNRIM-906.78 O RIM=907.74
CURB GL . 12"C.I.P. T INV=902.81 r, I INV=896.22 1 \
CUR
PCUT�
OHP OHP -OHP 0
RI =906906 89 - 9e7 _ 8 - -� 90$
\
S 89046'28" W 965.83
CENTER OF
\ SEC. OF SEC.
8, T.30, R.23.
\A CURB & GUTTER CURB C
EIF�
if7V=902.63 RM------- - -=gyp+--jK
ELWITP ` O
`y
E OF�\ .
\ \ 1 I NEI/4 SW1/4 \ \
�\ \ OF SEC. 8, 23 \ P I TER SILT
c^ - - \ \ FEN YP)
INSTALL CATCH SOUTH BOUND CL
BASIN PROTECTION \ I \ \ \ \ \\V OF STATE TRUNK
(TYP) \ I H U, 47 �� \ \ HIGHWAY NO. 10-62
,o v
a�ol EAST LINE OF THE \
F\ \
0 FT OF
a PROPOSED NEl/4 THE 5 1/4
BUILDING SEC. 8, I ° m
GFE = 903.50
II�M= .57
UV= 0 3 .63
11 •• 1B SIN PROTECTIOT'
.,:
MIL
• • • • • • • • • •
COAR EAGGREGATE
••
I-- ST -
905.87
cn I \ l \ C�p6OC
® �� J \
06/
CURB U \ h \ \ \
v I INTERSE TION OF
ml a EAST LIN OF WEST \ \ \ \\ \
475 FT & 5C6UTH LINE \ \ \
I
CURB CUT,
,qg6
INSTALL
'6 CY CLASS III RIP RAP
BASIN CTION
OVERLYING TYPE 4
912
`PERIMETER SILT-
FENCE (TYP)
GEOTEXTILE FABRIC
F
n
I
ST ST
ST -
NO ( N
CATEG Y 3
z
EROS, 0NTROL
z
BLAN (TYP)
L�
l
ST ST -
zU0
II�M= .57
UV= 0 3 .63
11 •• 1B SIN PROTECTIOT'
.,:
MIL
• • • • • • • • • •
COAR EAGGREGATE
••
I-- ST -
905.87
cn I \ l \ C�p6OC
® �� J \
06/
CURB U \ h \ \ \
v I INTERSE TION OF
ml a EAST LIN OF WEST \ \ \ \\ \
475 FT & 5C6UTH LINE \ \ \
I
CURB CUT,
RIM- 07.16
T I E D DEMOLITION I I =897.8
�A6 A
Q
P�
ITS
ZONED: R-1 (SINGLE FAMILY RESIDENTIAL)
NOT z
I
1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE
START OF GRADING OPERATIONS.
2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE
DURING CONSTRUCTION IS PROVIDED.
3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH
THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR
REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY
IF MUD STARTS TO TRACK OFF SITE.
4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE
PLACEMENT OF AGGREGATE BASE.
0
"WIN
\�o 11.,.
• M M�, '•o.
lq
,i!RS�iO��!���t�<<►�
� �1��. ' � • • . �i gyp' � � ���%�! ��e���`��►•1��� ��w��C
rim f4
All
`►'►��� ��
Illi \� r \ _ • - p'/I%�<I_r��7_�.v�w o��,a I �I �1�g Cid
-1FENCE (TYP) ' • _
• • •-GEOTEXTILE
EAST LINE OF WEST EROSION CONTROL BASIN PROTECTION
•SOUTH
• •�• • • •
• DD
SE
SON
NEER
� 1 GEN
� E
3 PLASTIC ZIP TIES 5' MINIMUM LENGTH STEEL T -POST
AT LEAST 1" APART & MAXIMUM SPACING
(SOLB TENSILE) POST NIPPLES FACES AWAY FROM
LOCATED IN TOP 8" GEOTEXTILE FABRIC
OF STEEL POST
z GEOTEXTILE FABRIC
3' WIDE
M TIRE COMPACTION ZONE
f i-- FLO\N
BL OCK 5
z _MACHINE SLICE
8" - 12" DEPTH
NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY N
REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE. 1. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS
SLICED, NOT TURNED OVER.
TEMPORARY ROCK CONSTRUCTION ENTRANCE 2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL
MATERIALS PER MNDOT 3886 IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING
NTS INSTALLATION PER MNDOT 2573.3C1 OVER IT WITH A TRACTOR TIRE AT LEAST TWICE
STAPLE PLASTIC
SHEETING
EVERY 5' (TYP)
1'
CONCRETE WASHOUT
CONSTRUCT BERM
AROUND ENTIRE
WASHOUT AREA
10 MIL PLASTIC
SHEETING LINER
PLACED WITHIN
WASHOUT AREA
1
1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE
10'X10'
2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM
CONCRETE WASHOUT AREA AND DISPOSE OF PER
MPCA REQUIREMENTS WHEN WASHOUT AREA
BECOMES HALF FULL.
3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL
LOCATION FOR THE CONCRETE WASHOUT
NTS
SILT FENCE (MACHINE SLICED
NTS
EROSION CONTROL \A\
BLANKET (TYP) \
ZONED: PUD (PLANNED UNIT DEVELOPMENT) \
gEL RAC
THE
BL OCK I
1 i ad- 1 ' TO 3' no
6"
l
A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP
OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL �\
BLANKET IS PLACED AS PER THE FOLLOWING: �\
1. DIG 6" X 6" TRENCH
2. LAY BLANKET END INTO TRENCH \/
3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT
4. BACKFILL TRENCH WITH SOIL AND COMPACT
5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE
SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH.
EROSION CONTROL BLANKET
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EROSIOCATEGN CONT
BLANKET (TYP)
`PERIMETER SILT-
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T I E D DEMOLITION I I =897.8
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1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE
START OF GRADING OPERATIONS.
2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE
DURING CONSTRUCTION IS PROVIDED.
3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH
THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR
REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY
IF MUD STARTS TO TRACK OFF SITE.
4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE
PLACEMENT OF AGGREGATE BASE.
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-1FENCE (TYP) ' • _
• • •-GEOTEXTILE
EAST LINE OF WEST EROSION CONTROL BASIN PROTECTION
•SOUTH
• •�• • • •
• DD
SE
SON
NEER
� 1 GEN
� E
3 PLASTIC ZIP TIES 5' MINIMUM LENGTH STEEL T -POST
AT LEAST 1" APART & MAXIMUM SPACING
(SOLB TENSILE) POST NIPPLES FACES AWAY FROM
LOCATED IN TOP 8" GEOTEXTILE FABRIC
OF STEEL POST
z GEOTEXTILE FABRIC
3' WIDE
M TIRE COMPACTION ZONE
f i-- FLO\N
BL OCK 5
z _MACHINE SLICE
8" - 12" DEPTH
NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY N
REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE. 1. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS
SLICED, NOT TURNED OVER.
TEMPORARY ROCK CONSTRUCTION ENTRANCE 2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL
MATERIALS PER MNDOT 3886 IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING
NTS INSTALLATION PER MNDOT 2573.3C1 OVER IT WITH A TRACTOR TIRE AT LEAST TWICE
STAPLE PLASTIC
SHEETING
EVERY 5' (TYP)
1'
CONCRETE WASHOUT
CONSTRUCT BERM
AROUND ENTIRE
WASHOUT AREA
10 MIL PLASTIC
SHEETING LINER
PLACED WITHIN
WASHOUT AREA
1
1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE
10'X10'
2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM
CONCRETE WASHOUT AREA AND DISPOSE OF PER
MPCA REQUIREMENTS WHEN WASHOUT AREA
BECOMES HALF FULL.
3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL
LOCATION FOR THE CONCRETE WASHOUT
NTS
SILT FENCE (MACHINE SLICED
NTS
EROSION CONTROL \A\
BLANKET (TYP) \
ZONED: PUD (PLANNED UNIT DEVELOPMENT) \
gEL RAC
THE
BL OCK I
1 i ad- 1 ' TO 3' no
6"
l
A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP
OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL �\
BLANKET IS PLACED AS PER THE FOLLOWING: �\
1. DIG 6" X 6" TRENCH
2. LAY BLANKET END INTO TRENCH \/
3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT
4. BACKFILL TRENCH WITH SOIL AND COMPACT
5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE
SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH.
EROSION CONTROL BLANKET
SWPPP - PLAN VIEW
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PROJECT
NUMBER:
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19007
N
SCALE:
1 "=40'
0
C5 OF 6
PRO P ` I I✓ I REMOVE EXISTING PAVEMENT
P N N AS NECESSARY FOR NEW
N N I T� I " ZONED: B-3I(HIGHWAY BUSINESS) \ CONNECTION NOTE: ALL EXISTING 8" VCP SANITARY SEWER NOTE: ALL EXISTING b" CIP WATER MAIN
AREPLACE PAVEMENT AS PER LOCATED BETWEEN NORTH BUILDING WALL LOCATED BETWEEN EXISTING HYDRANT
NOT0 T PLA TEI+✓1 eQISTING ROAD ENTRANCECOUNTY AND/OR CITY AND NEW SANITARY MANHOLE (SANMHI) (NORTH) AND NEW HYDRANT PIPE TEE BLOCK I I REMOVE EXISTING DRIVEWAY ENTRANCE REPLACE WITH SIDEWALK PER COUNTY \ REQUIREMENTS SHALL BE REMOVED OF, AND DISPOSED OF CONNECTION (SOUTH) SHALL BE REMOVED
\ OFF-SITE OF, AND DISPOSED OF OFF-SITE
REPLACE WITH SIDEWALK PER COUNTY REQUIREMENTS
REQUIREMENTS h
RIM=906.59 6618 CURB & CONNECT TO EXISTING
INV=902.05 a GUTTER (TYP) a 12" CIP WATERMAIN PER
CITY REQUIREMENTS
RIM=906.86 RIM=907.00 COUNTY ROAD f B618CURBP N COOS RETE S 89 4628 W 965.83
SIDEWALK (TYP) (WET TAP) o
INV -894.60 INV SE=901.88 CONCRETE ( )
- INV 5=896.15 - - SIDEWALK (TYP)
N 89046'28" E 1318.36 SN 7, SN SN SN SN 8.. C.p. SIN SN EXISTING RIM 07. 4 8° 45° BEND �N EXISTATCING
CENTER OF
RI =90F 3 O � 8" 22�° BEND \EXISTING SEC. OF SEC.
CURB HYDRANT IN V= SIDEWALK
G
4_1 T GUTTER 2"CIP I V- M I O 8" C900 PVC 8, T.30, R.23,
W1/4 CORNER I I I I I I \A CURB TTER (TYP) cuRe c
OF SEC. 8, U' CUR CU4y NOTE: EXISTING SANITARY, WATER, AND STORM
r� O OHP OHP OHP OHP OHP O p Ems,'
T.30, R.23. �n I G STUBS, WHICH WILL NO LONGER BE IN USE, SHALL BE
EXISTING _RI=9�MATCH-� _ _ _ � _ _ - - o - \ REMOVED TO THE MAIN AND CAPPED/PLUGGED.
iNV=9G�., - - 45° N CONTRACTOR SHALL FIELD VERIFY EXISTING STUBS,
SIDEWALK / K 30 ° WHICH MAY NOT BE SHOWN ON THIS PLAN, OR THE
EXISTING 30 30 - - -a ° = - - - - - - - - -=�0. �S8 �" - �+ - " I` g cc ASSOCIATED SURVEY.
HYDRANT
Ivi � OR EOF
I CON'C-RF`E
SIDEWALK (TYP) 8" SANITARY SERVI SEC. 8, .23. \ \
I (EXISTING VCP SAA SEWER) m Ln
[SURFACING
E: VERIFY PATIO INV @ BLDG = �`k�� I \ \
ZONED: R-2 v I W/ OWNER \
(SINGLE & TWO FAMILY RESIDENTIAI \ \\ T \ SOUTH BOUND CL
CONCRETEI THICKENED EDGE 8" COMBIN�D WATER \ OF STATE TRUNK
SIDEWALK (TYP I r�i I ERVICE W/ 8' TE \ \ HIGHWAY NO. 10-62
SIDEWALK (TYP) � � v 47 0 � "'�
_ I EAST LINE OF THE I\ VeLVE & BOA Pr
OFT OF �� �
PROPOSED
NEl/4 THE 5 1/4BUILDIN
EC. 8, \ ��
Lu I MFE = 914.50 ° ' . I 0m \ A ('p \ \ \ \
\ j -{ I GFE = 903.50 \ Off,
A �mMma)ffl_ G,6/
O I ac� CONCRETE -9ab ' EDGE
I I SIDEWALK (TYP)' 8612 CURB & CURB CUT �, THIo1cENE�
O OO I GUTTER (TYP) HYDRANT II II ll2 RB ° SIDEWfLi� (TYP) / \ \ \ \ IT -
6"
O I 6 B AXE VAL E �1 ( P) 9 I
CL: �5 /RIM=905.8 ° 06.11 I \ \ \ C
2 v I INV=900.2 ° I I 6" 4 BE I
ao
Ln ST ST /5T-,
BITU IN US I 6" l° N ° EASTINTELIN IN OSE � WEST \ \ \�\ \ \ `'� 9 H
ZONED: R-1 (SINGLE FAMILY RESIDENTIAL Q THICKE D EDGE PA EM NT (Y m I I \ \\ \ EXIS G
c I 475 FT & 56UTH LINE \ \
RIM -905. SIDEV (TYP) ° OF NORTH 1901 FT \ \ \ \ 'I EWr 01
- I INV -900. 7. v o � OF NEI/4 OF 521/4, O
RIM=903.79 I - M= 06.01 SEC. 8, T.30, R.23.\
INV=901.64 ST T ST ST ST ST 15"R.C. -90185/ SW'LY F \ \ \
RIM -904.44 IM=905.87 = STATE TR \ \ \ \\
5-121, V=899.81 CONCRETE I V-9 Tf T z1vo I I 2 -FT V LLEY HIGHWA`' ^' 2 \ \
RIM=903.79 SIDEWALK (TYP) GUTTER JT P) C CRE
\ \ SIDE LK ( \ \
INV -901.45 � 903.61 IAll� ARA L L E O °
' THICKENED EDGE
R M=903.57 1 F T 5\
I V= 00.6 SIDEWALK (TYP) \ \
2 -FT VALLEY bl CUB OF 61 3 &R.2 KI E M NT \ \ \
MATCH INSULATE' GUTTER (TYP) B I q G ER p \ \ \ \
BL OCK EXISTING I SANITARY SEWER, n r. - - _ - ' I IDD O. I \ \ \ y
SIDEWALK AS NECESSARY \ I
T IN S CONCRfTE 6"X6' EE I EL ITU
/ E N (Y)
SIDE (TYP)I cn 6" 45 BENq ^ SFOR E fjAVE ENT (TYP) \� \O \
CONNECT TO EXISTING / FIF/ CURB Cl I 0 I - L - I B612 CUMI US 6612 CURB&
SANITARY MANHOLE I ,-, v 6"G ` �_ _ _ _ GUTTER (TY & ° i PA MENT (TY GUTTE�(fYP)
\ (FIELD VERIFY)
I 30 30 m 9P \�O \ \ \ \ \
CORE DRILL W/ BOOT 363 FT OF I �g TH\-
( ) I _ ELECTR1, 4 OF THE SW_ u 6" 1 ° BEND EN ER DOC. T 365.46 T OF
THE NE1/4 OF
REMOVE EXISTING
PAVEMENT AS NECESSARY E
FOR NEW CONNECTION - - - - - -
6"C900PVC 11 6" C9 PVCH
I �_ - - �- -----=�FIP--------------------� \ \ \
REPLACE PAVEMENT AS I - - - - - - SAN H 1
PER CITY REQUIREMENTS HYDRANT
8" PVC SANMH3 CONCRETE b" GATE VALVE @ 0.46% I INV S 9897.61 HYDRANT
@ 0.46% RIM = 904.75 SIDEWALK (TYP) &BOX CONNECT TO L I INV W = 897.51 6" GATE VALVE
CONNECT TO EXISTING INV E = 896.10 6" 450 BEND EXISTING 6" I - Z I INTERSECTION OF RETAINING WALL &BOX
WATERMAIN 4 INV NW = 896.00 8612 CURB & WATERMAIN LENGTH = 34 LF CONCRETE \
EAST LINE OF WEST � \
R 907.1 HEIGHT= 0 TO 1.5 -FT
b" GATE VALVE &BOX GUTTER (TYP) SANMH2 6"X6" TEE 330 FT &SOUTH LINE SIDEWALK (TYP)
CONCRETE RIM = 907 N b" GATE VALVE =897.8 ZONED: PUD (PLANNED UNIT DEVELOPMENT)
DRIVEWAY IN E8 &BOX I OF NORTH 365.46 FT ZONED: R-4 (HIGH DENSITY RESIDENTIAL) I I O N
v 6 I ENTRANCE �N t� i OF NEI/4 OF SWl/4, , ADD
/" ` SEC. 8, T.301 R.23.RAE
ZONED: R-1 (SINGLE FAMILY RESIDENTIAL) CONNECT TO EXISTING I CONNECT TO EXISTING
WATERMAIN I SANITARY SEWER N N D V
b" GATE VALVE & BOX INV = 897.64 I �J V
Q� I NOT 8618 CURB & I i (FIELD VERIFY) C T E
GUTTER (TYP) I BITUMINOUS
PAVEMENT (TYP) BL OCK 5 BL OCK I
cc MATCH EXISTING G C
PAVEMENT, AND C
CURB & GUTTER
BITUMINOUS PAVEMENT SECTION
1�' BITUMINOUS WEARING
COURSE (MNDOT 2360 TYPE
S P W EA340B)
TACK COAT BETWEEN
BITUMINOUS COURSES
1�' BITUMINOUS BASE
COURSE (MNDOT 2360 TYPE
SPNWB330B)
b" MNDOT CLASS 5
AGGREGATE BASE
APPROVED COMPACTED
SUBGRADE
NTS
2'-0'
1
VALLEY GUTTER
CONCRETE
SEE PLANS FOR
8„ GUTTER SLOPE
2" MIN COMPACTED
CLASS 5 BELOW VALLEY
GUTTER
APPROVED COMPACTED
SUBGRADE
NTS
CONTRACTION AND EXPANSION JOINTS SHALL
BE CONSTRUCTED AS PER MNDOT SPEC.
2521.3C2
CONCRETE SIDEWALK SECTION
ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR 00)
O
PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER LL
(0 � p
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WATER AND SANITARY SEWER UTILITIES
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1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH
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OF 8 FEET BELOW FINISHED GRADE.
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2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING SANITARY
OU
SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED OR
m
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LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW
U .O
FINISHED GRADE.
W
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3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES
Q
SANITARY SEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSISTC)}
OF AN 8 -FT X 8 -FT SQUARE OF 3" -THICK RIGID INSULATION. INSULATION SHALL BE PLACED
U
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BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION
� .� �
PARALLEL TO THE PIPING AS MUCH AS POSSIBLE.
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4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE
MINNESOTA PLUMBING CODE
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5. SEE SHEET C3 FOR STORM SEWER GRADING, AND SHEET C2 FOR MISCELLANEOUS
U
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DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES.
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6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING
__Q
UTILITIES PRIOR TO ANY CONSTRUCTION.
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7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED
MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE
ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR 00)
O
PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER LL
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8. CONNECTION TO EXISTING UTILITY STRUCTURES SHALL BE DONE UNDER SUPERVISION ' ^ U
OF PUBLIC WORKS STAFF, AND SHALL BE COMPLETED BY CORE DRILLING INTO W V 0
EXISTING STRUCTURE. a Q 4
N
9. PUBLIC WORKS STAFF SHALL OPERATE ALL WATER MAIN GATE VALVES. CONTRACTOR
IS RESPONSIBLE TO NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 24 -HOURS IN ADVANCE
OF WATER SUPPLY DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP OF AFFECTED
PROPERTIES FOR CONTRACTOR'S USE.
10. WET TAPPING OF EXISTING 12" CIP WATER MAIN SHALL BE DONE UNDER SUPERVISION
OF PUBLIC WORKS STAFF. CONTRACTOR SHALL COORDINATE THIS WORK AND PROVIDE
A MINIMUM OF 48 -HOURS NOTICE. OUTSIDE OF NORMAL WORKING HOURS (BEFORE
7:OOAM OR AFTER 3:OOPM) MAY RESULT IN ADDITIONAL STAFF TIME CHARGES.
11. CONNECTION TO EXISTING WATER MAIN SHALL BE DONE UNDER SUPERVISION OF
PUBLIC WORKS STAFF. CONNECTION SHALL BE COMPLETED BY WET TAP.
SURFACING
1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN
THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl).
TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL
ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT
SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO
THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES
SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM.
2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE
GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY.
3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS
OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE.
4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE
ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE
POURS ABUT EACH OTHER.
5. SEE SHEET Cl FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS,
AND CURB AND GUTTER.
6. STREET PAVEMENT REMOVAL ASSOCIATED WITH NEW UTILITY CONNECTIONS SHALL BE
RECTANGULAR IN SHAPE, AND SAWCUT PLUMB. PAVEMENT PATCHING SECTION SHALL
MATCH THE EXISTING PAVEMENT SECTION, TO BE FIELD VERIFIED.
4" CONCRETE
(MNDOT CONCRETE MIX 3F52)
PARKING
LOT 4" CONCRETE
(MNDOT CONCRETE MIX 3F52)
1" CHAMFER
4" MNDOT 3149.262 SELECT
GRANULAR BORROWT4
6',
APPROVED COMPACTED
SUBGRADE
4" MNDOT 3149.262 SELECT
GRANULAR BORROW
CONTRACTION AND EXPANSION JOINTS SHALL
BE CONSTRUCTED AS PER MNDOT SPEC. APPROVED COMPACTED
2521.3C2 SUBGRADE
NTS
THICKENED EDGE SIDEWALK
NTS
UTILITY & PAVING PLAN
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NUMBER:
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19007
SCALE:
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C6 OF 6
470 U.S. Bank Plaza
200 South Sixth Street
Minneapolis MN 55402-1458
(612) 337-9300 telephone
(612) 337-9310 fax
http://www.kennedy-graven.com
Affirmative Action, Equal Opportunity Employer
SCOTT J. RIGGS
Attorney at Law
Direct Dial (612) 337-9260
Email: srieesna,kennedy_graven.com
MEMORANDUM
Date: June 20, 2019
To: Nyle Zikmund, City Administrator
From: Scott J. Riggs, City Attorney
Re: Mounds View Project Status Report
CITY:
MU125-11: Administration. General discussions with City staff regarding various City
matters and various questions. Matters are presently pending.
MU125-32: Police Departments Matters. Review memorandum of understanding regarding
mental health liaison position, etc. and consult with City staff regarding same.
Matter is presently pending.
MU210-4: Charter Commission Matters. Consult with City staff. Attend Charter
Commission meetings. Matter is presently pending.
MU210-54: Code Update/Revisions. Consult with City staff regarding project. Review and
revise City Code Chapters and forward proposed ordinances to City staff.
Consult with City staff regarding questions about the Code. Matter is presently
pending.
MU210-164: Franchise Matters. Review utility franchise matter. Consult with City staff.
Matter is presently pending.
MU210-179: Street Projects. Review and revise Bronson Lift Station Agreements and forward
to City staff. Matter is presently pending.
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June 20, 2019
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MU210-221: LMCIT/DVS General. Pursuant to recent correspondence received from the
LMCIT, the Kampschroer matter is now pending before the Eighth Circuit Court
of Appeals. Matter is presently pending.
MU210-224: Tires N'More Matter. Review reports, etc. Research regarding options. Draft
memorandum regarding matter and forward to City staff. Consult with City staff
regarding matter, etc. Participate in conference calls and develop options
regarding CUP revocation for property. Matter is presently pending.
MU210-233: TCAAP Sanitary Sewer Matter. Review City staff email and updated agreement.
Consult with City staff regarding same. Matter is presently pending.
MU210-258: K.D. Matter. Consult with City staff regarding benefits. A settlement has been
reached. Waiting for final agreement to be executed. Matter is presently pending.
MU210-262: Greenwood Drive Infill Development. Review documentation and consult with
City staff regarding matter. Draft memorandum and forward to City staff.
Consult with developer regarding matter. Work on development issues and
documents. Matter is presently pending.
MU210-263: Rain Gardens Matter. Review reports and consult with City staff regarding rain
gardens. Legal research regarding matter. Draft memorandum and forward to
City staff. Matter is presently pending.
MU210-266: City Hall/Police Department Remodel. Begin review of AIA contract. Consult
with City staff regarding matter. Matter is presently pending.
MU210-268: 2832 Sherwood Road Variance Application. Review documentation. Consult
with City staff regarding matter. Applicant is working on this matter. Matter is
presently pending.
MU210-269: State of Minnesota, et al. v. Nelson Auto Center, Inc. Review documentation.
Legal research regarding same. Consult with City staff regarding matter.
Participate in conference call, etc. Matter is presently pending.
EDA:
MU205-13: General Matters. Draft meeting notices. Matter is presently pending.
MU205-46: Crossroad Pointe Redevelopment. Consult with City staff regarding project
issues. Consult with City staff and developer. Prepare documents, etc. for
closing. Review draft assignment assumption and amendment to agreement.
Closing is being proposed to occur on or before September 3, 2019. Review
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June 20, 2019
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development proposals and documents. Consult with City staff regarding same.
Matter is presently pending.
MU205-49: Skyline Motel. Review project proposal and documentation. Consult with City
staff and various parties regarding project. Draft closing documents. Consult
with consultant regarding relocation matters. Draft resolution approving TIF
analysis and forward to City staff. Research regarding remnant issues. Draft
interfund loan resolution and forward to City staff. The Closing occurred on May
30, 2019. Consult with City staff and City consultants regarding post -closing
matters. Draft resolution regarding condition of buildings on the property and the
meeting of the requirements of a redevelopment TIF district and forward to City
staff. Matter is presently pending.
SJR: jms
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