HomeMy WebLinkAbout03-27-2023 City Council PacketEXPANDED AGENDA
CITY COUNCIL AGENDA
Monday, March 27, 2023
***********
6:30 p.m.
(Scheduled to be broadcast on Channel 16)
City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz
City Administrator: Sarah Cotton
COUNCIL WORK SESSION, 6:00 P.M.
Community Room (not televised)
1. Repair of Aerial 1, John Swenson
2. Review Regular Agenda
CITY COUNCIL MEETING, 6:30 P.M.
Call to Order and Roll Call - Lyden, Stoesz, Ruhland, Cavegn, Rafferty were present
Pledge of Allegiance
Open Mike / Public Comment (in person or received in writing prior to meeting)
Bob Nelson, 6733 East Shadow Lake Drive expressed his concerns regarding safety along
Black Duck Drive.
Setting the Agenda: Addition or deletion of agenda items
The agenda was approved as presented.
1. CONSENT AGENDA
A) Consider Approval of Expenditures for March 27, 2023 (Check No. 118265
through 118352) in the Amount of $381,896.07
B) Consider Approval of March 6, 2023 Work Session Minutes
C) Consider Approval of March 6, 2023 Closed Council Session Minutes
D) Consider Approval of March 13, 2023 Work Session Minutes
E) Consider Approval of March 13, 2023 Council Meeting Minutes
F) Consider Approval of Application for an Exempt Permit for Lawful Gambling
Conducted by St. Joseph of the Lakes Catholic Church
G) Consider Resolution 23-30, Approving a Solicitor License for Renewal by
Anderson
Action Taken: Motion by Lyden, seconded by Stoesz, to approve
Consent Agenda Items 1A through 1G, as presented, was adopted
Council Agenda -2- March 27, 2023
2. FINANCE DEPARTMENT REPORT
No report
3. ADMINISTRATION DEPARTMENT REPORT
A) Consider Appointment of Custodial Worker, Rick DeGardner
Action Taken: Motion by Ruhland, seconded by Stoesz, to approve the
appointment of Tracie Scott as recommended, was adopted
4. PUBLIC SAFETY DEPARTMENT REPORT
A) Consider Approval of City of Lexington Equipment Donation, John Swenson
Action Taken: Motion by Ruhland, seconded by Cavegn, to approve the
acceptance of a donation as recommended, was adopted
5. PUBLIC SERVICES DEPARTMENT REPORT
A) Consider Approval of Resolution No. 23-31, Accepting Bids and Awarding a
Contract, Watermark Park Irrigation System, Rick DeGardner
Action Taken: Motion by Cavegn, seconded by Ruhland, to approve
Resolution No. 23-31 as presented, was adopted
B) Consider Approval of Resolution No. 23-32, Awarding Contracts for Watermark
Park Shelter, Rick DeGardner
Action Taken: Motion by Lyden, seconded by Stoesz, to approve
Resolution No. 23-32 as presented, was adopted
6. COMMUNITY DEVELOPMENT REPORT
A) City Code Chapter 1010: Signs, Katie Larsen
i. Consider 2nd Reading of Ordinance No. 01-23, Sign Ordinance Amendment
Action Taken: Motion by Cavegn, seconded by Ruhland, to approve the
2nd Reading and Adoption of Ordinance No. 01-23 as presented, was
adopted: Yeas 5; Nays none
ii. Consider Resolution No. 23-21, Authorizing Summary Publication
Action Taken: Motion by Stoesz, seconded by Lyden, to approve
Resolution No. 23-21 as presented, was adopted
B) Centennial Middle School Tennis Court Relocation and Parking Lot Addition,
Katie Larsen
i. Consider Resolution No. 23-25, Approving Conditional Use Permit for
Schools
Action Taken: Motion by Lyden, seconded by Ruhland, to approve
Resolution No. 23-25 as presented, was adopted
ii. Consider Resolution No. 23-26, Approving Site Improvement Performance
Agreement
Council Agenda -3- March 27, 2023
Action Taken: Motion by Ruhland, seconded by Stoesz, to approve
Resolution No. 23-26 as presented, was adopted
iii. Consider Resolution No. 23-27, Approving Maintenance Agreement for
Stormwater Management Facilities
Action Taken: Motion by Cavegn, seconded by Lyden, to approve
Resolution No. 23-27 as presented, was adopted
C) Consider Approval of Resolution No. 23-28, Accepting Quotes and Awarding a
Construction Contract, 2023 Seal Coat and Crack Fill Project, Diane Hankee
Action Taken: Motion by Cavegn, seconded by Ruhland, to approve
Resolution No. 23-28 as presented, was adopted
D) Consider Approval of Resolution No. 23-24, Approving the Delegated Contract
Process for Federally Funded Projects, Diane Hankee
Action Taken: Motion by Cavegn, seconded by Lyden, to approve
Resolution No. 23-24 as presented, was adopted
E) Consider Resolution No. 23-29, Authorizing 2024 Environmental and Natural
Resources Trust Fund Application for Water Stewardship, Michael Grochala
Action Taken: Motion by Cavegn, seconded by Ruhland, to approve
Resolution No. 23-29 as presented, was adopted
7. UNFINISHED BUSINESS
None
8. NEW BUSINESS
None
Adjournment
Action Taken: Motion by Ruhland, seconded by Cavegn, to adjourn at 7:40
p.m., was adopted
Community Calendar – A Look Ahead
March 27, 2023 through April 10, 2023
Wednesday, March 29 6:30 pm, Council Chambers Environmental Board
Monday, April 3 6:00 pm, Community Room Council Work Session
Wednesday, April 5 6:30 pm, Council Chambers Park Board
Thursday, April 6 8:00 am, Community Room EDAC
Monday, April 10 6:00 pm, Community Room Council Work Session
Monday, April 10 6:30 pm, Council Chambers City Council Meeting
CITY COUNCIL AGENDA
Monday, March 27, 2023
***********
6:30 p.m.
(Scheduled to be broadcast on Channel 16)
City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz
City Administrator: Sarah Cotton
COUNCIL WORK SESSION, 6:00 P.M.
Council Chambers (not televised)
1. Repair of Aerial 1, John Swenson
2. Review Regular Agenda
CITY COUNCIL MEETING, 6:30 P.M.
Call to Order and Roll Call
Pledge of Allegiance
Open Mike / Public Comment (in person or received in writing prior to meeting)
Setting the Agenda: Addition or deletion of agenda items
1. CONSENT AGENDA
A) Consider Approval of Expenditures for March 27, 2023 (Check No. 118265
through 118352) in the Amount of $381,896.07
B) Consider Approval of March 6, 2023 Work Session Minutes
C) Consider Approval of March 6, 2023 Closed Council Session Minutes
D) Consider Approval of March 13, 2023 Work Session Minutes
E) Consider Approval of March 13, 2023 Council Meeting Minutes
F) Consider Approval of Application for an Exempt Permit for Lawful Gambling
Conducted by St. Joseph of the Lakes Catholic Church
G) Consider Resolution 23-30, Approving a Solicitor License for Renewal by
Anderson
2. FINANCE DEPARTMENT REPORT
No report
3. ADMINISTRATION DEPARTMENT REPORT
A) Consider Appointment of Custodial Worker, Rick DeGardner
Council Agenda -2- March 27, 2023
4. PUBLIC SAFETY DEPARTMENT REPORT
A) Consider Approval of City of Lexington Equipment Donation, John Swenson
5. PUBLIC SERVICES DEPARTMENT REPORT
A) Consider Approval of Resolution No. 23-31, Accepting Bids and Awarding a
Contract, Watermark Park Irrigation System, Rick DeGardner
B) Consider Approval of Resolution No. 23-32, Awarding Contracts for Watermark
Park Shelter, Rick DeGardner
6. COMMUNITY DEVELOPMENT REPORT
A) City Code Chapter 1010: Signs, Katie Larsen
i. Consider 2nd Reading of Ordinance No. 01-23, Sign Ordinance Amendment
*Council may vote to dispense with full reading of ordinance
* Roll call vote is required for adoption of the ordinance
ii. Consider Resolution No. 23-21, Authorizing Summary Publication
B) Centennial Middle School Tennis Court Relocation and Parking Lot Addition,
Katie Larsen
i. Consider Resolution No. 23-25, Approving Conditional Use Permit for
Schools
ii. Consider Resolution No. 23-26, Approving Site Improvement Performance
Agreement
iii. Consider Resolution No. 23-27, Approving Maintenance Agreement for
Stormwater Management Facilities
C) Consider Approval of Resolution No. 23-28, Accepting Quotes and Awarding a
Construction Contract, 2023 Seal Coat and Crack Fill Project, Diane Hankee
D) Consider Approval of Resolution No. 23-24, Approving the Delegated Contract
Process for Federally Funded Projects, Diane Hankee
E) Consider Resolution No. 23-29, Authorizing 2024 Environmental and Natural
Resources Trust Fund Application for Water Stewardship, Michael Grochala
7. UNFINISHED BUSINESS
None
8. NEW BUSINESS
None
Adjournment
Council Agenda -3- March 27, 2023
Community Calendar – A Look Ahead
March 27, 2023 through April 10, 2023
Wednesday, March 29 6:30 pm, Council Chambers Environmental Board
Monday, April 3 6:00 pm, Community Room Council Work Session
Wednesday, April 5 6:30 pm, Council Chambers Park Board
Thursday, April 6 8:00 am, Community Room EDAC
Monday, April 10 6:00 pm, Community Room Council Work Session
Monday, April 10 6:30 pm, Council Chambers City Council Meeting
WS – Item 1
WORK SESSION STAFF REPORT
Work Session Item 1
Date: March 27, 2023
To: City Council
From: John Swenson, Public Safety Director
Re: Repair of Aerial 1 (Vehicle # 622)
Background
During the annual maintenance and inspection of Aerial 1 a hydraulic leak was found in
hydraulic swivel. This part is vital to the proper and safe operation of aerial device
functionality.
Emergency Apparatus Maintenance (EAM) has prepared the attached estimate for the
needed repair based on other repairs that EAM has completed for other fire departments.
The total repair is estimated to be $39,942.50.
Aerial 1 is 2004 E-One Bronto that the Fire Division purchased used from Mdewakanton
Fire Department in 2017. Aerial 1 is the only aerial apparatus in the Fire Division fleet.
Aerial 1 is not slotted for replacement in current 5 year replacement plan. Staff would
anticipate that replacement of Aerial 1 would be in 2034 but this replacement may have
to be moved up if repair costs are high.
The costs to purchase a new aerial with similar functionality this year would be
approximately $2.2 million.
Staff is recommending that we repair Aerial 1.
Staff is seeking Council direction.
Attachments
Emergency Apparatus Maintenance estimate 3.22.2023
+
Expenditures
March 27, 2023
Check #118265 to #118352
$381,896.07
Electronic Funds Transfer
MN Statute 471.38 Subd. 3
Council Meeting March 27, 2023 Transfer In/(Out)
3/17/2023 Payroll #06 (185,270.07)
3/17/2023 Payroll #06 Federal Deposit (51,612.06)
3/17/2023 Payroll #06 PERA (54,294.88)
3/17/2023 Payroll #06 State (11,222.88)
3/17/2023 Payroll #06 Child Support (856.06)
3/17/2023 Payroll #06 H.S.A. Bank Pretax (2,695.93)
3/17/2023 Payroll #06 TASC Pretax (1,305.70)
3/17/2023 Payroll #06 Mission Sq 457 Def. Comp #301596 (2,570.00)
3/17/2023 Payroll #06 Missin Sq Roth IRA #706155 (825.00)
3/17/2023 Payroll #06 MSRS HCSP #98946-01 (4,875.68)
3/17/2023 Payroll #06 MSRS Def. Comp #98945-01 (3,926.00)
3/17/2023 Payroll #06 MSRS Roth IRA #98945-01 (705.00)
3/20/2023 Sales & Use Tax (7,235.00)
CITY COUNCIL WORK SESSION
DRAFT
1
LINO LAKES CITY COUNCIL 1
WORK SESSION 2
MINUTES 3
4
DATE : March 6, 2023 5
TIME STARTED : 6:00 p.m. 6
TIME ENDED : 9:26 p.m. 7
MEMBERS PRESENT : Councilmember Stoesz, Lyden, Cavegn, Mayor 8
Rafferty 9
MEMBERS ABSENT : Councilmember Ruhland 10
Staff members present: City Planner Katie Larsen; City Clerk/Finance Director Hannah Lynch; 11
Community Development Director Michael Grochala; Director of Public Safety John Swenson; 12
Public Services Director Rick DeGardner; Attorney Kristen Nierengarten of Rupp, Anderson, 13
Squires, Waldspurger, & Mace; Environmental Coordinator Andy Nelson; Activity Center 14
Manager, Lisa Lamey. 15
Item 1 – Sign Ordinance Amendment – Attorney Nierengarten gave an overview of revisions 16
proposed to the sign ordinance noting the City is addresseing a Supreme Court case that one 17
cannot regulate signs based on their content. She spoke about stripping out regulation, cleaning 18
up the ordinance, language consistencies, and what can and cannot be regulated regardings signs. 19
Mayor Rafferty asked if the City can have an ordinacne prohibiting billboards. Attorney 20
Nierengarten replied in the affirmative, the City can prohibit billboards due to safety and 21
aesthetics. 22
Mayor Rafferty asked what aesthetics might mean. Attorney Niergarten replied it could mean 23
that signs must be under a certain height, or regulations regarding the base of the sign. 24
Councilmember Lyden thinks it could be a little dicey in a legal sense as to who determines what 25
is aesthetically pleasing or not. Attorney Nierengarten noted this ordinance does not get that deep 26
and noted safety and aesthetics being the main drivers. 27
Councilmember Stoesz asked if Home Owners Associations (HOAs) have additional restrictions 28
on freedom of speech signs. Attorney Nierengarten replied that HOAs are self-governing and 29
can implement bylaws and that is within their association. As a private entity they are not subject 30
to the First Amendment and could say political signs are not allowed. Councilmember Stoesz 31
asked about signs inside commercial entities. Attorney Nierengarten replied the ordinance is 32
attempting to regulate signs that are reasonably viewable from off the property. Councilmember 33
Steosz asked if the State has sign regulations. Attorney Nierengarten noted the State has some 34
regulations that apply along highways, however on the whole, the State leaves sign regulation to 35
municipalities. 36
Mayor Rafferty asked what the City needs to be concerned about at the highest level? 37
Attorney Nierengarten shared about signs in election years where regulations are lifted regarding 38
the number of signs and the size of signs. She also noted signs are never allowed in the public 39
CITY COUNCIL WORK SESSION
DRAFT
2
right-of-way with a few City exceptions regardless of an election season. Attorney Nierengarten 40
spoke about other regulations regarding temporary signs and substitution signs. 41
City Planner Larsen shared about dynamic signs and adjustments to the ordinance that the 42
Planning and Zoning Board is looking into, including allowance for bigger dynamic signs up to 43
32 square feet. She shared that Paul Selbitschka, owner of Precision Tune Auto Care has asked 44
the City for a larger dynamic sign. The City is also looking at including an eight-second hold 45
time. 46
Paul Selbitschka shared about a rule-of-thumb regarding signs, that for every mile-per-hour a 47
road is, there would be one square foot of signage. Therefore the speed gives enough time for 48
one to read the sign. The concern with a small sign is that people would be more focused on 49
trying to read the sign and must be closer to be able to read it. 50
Councilmember Cavegn asked Mr. Selbitschka if he would rather get a 32 square foot sign now 51
and then replace it if the City ever goes to 50 square feet, or to wait. Mr. Selbitschka noted the 52
cost of an upgrade at 15-20% and he would probably not replace the 32 square foot sign right 53
away due to the replacement cost. 54
Mayor Rafferty would be comfortable with adjusting 32 square feet today. City Planner Larsen 55
will make that change and bring it to the first reading of the ordinance. 56
Item 2 – Villas on Vicky PUD Revised Concept Plan Review – City Planner Larsen gave a 57
summary of her written Staff Report noting the City has reviewed the five-acre parcel, which is 58
guided medium density. The applicant came back with a 15-unit plan with a private drive and 59
cul-de-sac. She shared about setbacks, tweaks to minor architectural standards, and meeting the 60
density. The City Council should look at whether they support rezoning to the PUD and to 61
amend the Comprehensive Plan to get to the correct density for 15-units. At the February 62
meeting, the Planning and Zoning Board was in support of the potential public benefit with this 63
development including 64
• Custom built homes are an innovation in home type and design 65
• The proposed single family detached homes in a single family detached neighborhood 66
is a creative use of land and infill 67
• Private road reduces development cost and public investment 68
• One level, single family detached homes provide life cycle housing 69
• Vicky Lane and Kelly Street realignment 70
Ms. Larsen noted overall, Planning and Zoning supported rezoning the PUD and amending the 71
Comprehensive Plan to lower the density. She shared about a 14-unit layout that is not included 72
in the packet. 73
Mayor Rafferty clarified this project meets the public safety needs. 74
75
Jon Blattman, Ranger Development, noted 14-units gives more flexibility on the design. Mayor 76
Rafferty asked about garage space. Mr. Blattman replied they will still have 22x22 garages and 77
spoke about the functionality of the layout of the units. He noted 22x22 will allow two cars with 78
CITY COUNCIL WORK SESSION
DRAFT
3
a garbage can. Mayor Rafferty asked if a full size pick-up will fit in the garage, Mr. Blattman 79
replied it will fit in the garage. Mayor Rafferty asked about the 6.5 feet on the side and asked 80
what would happen if he made it 7.5 feet. Mr. Blattman noted he would have to lose another lot 81
and he does not know if that would work financially. Almost one acre of the 4.5 acres has gone 82
to the alignment of Vicky Lane. 83
Councilmember Lyden shared his disappointment in losing the open space in the project. Mr. 84
Blattman agrees and noted a loop will not work here. Councilmember Lyden asked about 85
fencing. Mr. Blattman replied the fence is for privacy and to keep streetlights from shining into 86
the backyards of the properties. Councilmember Lyden asked about grading and the trail. Ms. 87
Larsen noted they are at concept level and if the project goes forward Mr. Blattman’s team will 88
put full plans together that will address grading and the trail. 89
Councilmember Cavegn asked if there will be street parking on the private road. Mr. Blattman 90
replied parking would only be on one side of the road. Councilmember Cavegn asked who is 91
responsible for repair of the road if utilities need to be replaced. Staff replied the City will 92
typically retain a public utility easement and the City would be responsible for patching the road 93
after utility work. The Association would be responsible for reconstruction of the road. 94
Councilmember Stoesz cannot get over the garage size requirement, noting there is a way to have 95
a 28 foot garage. Mr. Blattman noted it is a different lifestyle for these units. Councilmember 96
Stoesz stated future owners will never be upset that their garage is too big. Mr. Blattman said it 97
comes down to cost for the people purchasing the house and going to 28 feet changes the interior 98
design of the house. Mayor Rafferty agrees with Councilmember Stoesz and asked Mr. Blattman 99
what he can do to make the 520 square feet garage work and meet City guidelines. 100
Planning and Zoning Board Member Michael Root spoke about garage sizes and the discussion 101
by the Board, noting he is still skeptical about the proposed garage size. 102
Mayor Rafferty thinks the 520 square feet makes sense for garage size as people use garages for 103
storage. He would like to see a plan with 520 square feet. 104
Councilmember Cavegn’s biggest hang up is the 6.5 feet side setbacks. 105
Mayor Rafferty thinks the applicant has enough feedback and to work with the guidelines to 106
finish the plans. 107
Item 3 – Playground Equipment Design in Neighborhood Parks – Public Services Director 108
DeGardner introduced Bill Johnson, owner and president of Northland Recreation who gave a 109
presentation on playground designs and accessibility. 110
Mr. Johnson spoke about what meets Americans with Disabilities Act (ADA) requirements for a 111
park while showing examples. He shared ways to make a playground accessible through a 112
transfer deck or transfer structure, and ground-level events and access. He explained the 113
difference between these types of playsets and inclusive playsets with ramps which are a 114
different design and are more expensive due to the ramp design and rubber surfacing. He noted 115
one will spend about as much on the rubber surfacing as they would on the equipment. 116
CITY COUNCIL WORK SESSION
DRAFT
4
Mr. DeGardner stated many communities have neighborhood parks throughout the City with one 117
central park that has an inclusive playground and the City may spend $500,000 to $1,000,000 on 118
that. 119
Councilmember Lyden asked to show the Councilmembers a video from the Northland website 120
regarding inclusive playgrounds. His personal thought is that just being ADA compliant is a low-121
bar and the City must rise some level above that. The video was shown to the Councilmembers. 122
Councilmember Cavegn asked if Mr. DeGardner would recommend having one major park with 123
full accessibility. Mr. DeGardner replied in the affirmative and noted perhaps even a second park 124
in the future. 125
Councilmember Stoesz asked Mr. Johnson about ballpark numbers for ramping up the inclusivity 126
at the City’s parks. Mr. Johnson noted just adding a ramp with the inclusive slides and without 127
the surfacing, the City would go from $75,000 to approximately $125,000. Adding the rubber 128
surface would add another $100,000. Councilmember Stoesz clarified it would be about 129
$250,000 per park. 130
Councilmember Lyden asked about funding sources. Mr. DeGardner noted there are probably 131
grants the City could look at. 132
Mayor Rafferty noted in talking about the other inclusive playgrounds in cities such as Richfield, 133
Plymouth, and Woodbury, the populations of those cities dwarf that of Lino Lakes. He noted 134
Lino Lakes does not have the same type of funds to utilize when it comes to parks. He asked 135
Park Board Member Pat Huelman what conversations the Board has had on the matter. 136
Park Board Member Huelman noted all of the parks within the City were built on the back of a 137
development when it went in with no money left over for added features or replacements. At 138
some point, Lino Lakes decided to invest in small, neighborhood parks and did not invest in a 139
destination community park with those bigger features. He noted the Park Board has been so 140
limited in money that it has been a challenge to keep the small neighborhood parks funded 141
properly. 142
Councilmember Lyden thinks the standard for accessibility is the bare minimum, and if the 143
Council decides that this is a priority, they will do it. 144
Mayor Rafferty noted three parks are on the agenda for this summer that are on hold. 145
Mr. DeGardner agrees with Councilmember Lyden’s comments that ADA compliance 146
requirements are probably not as stringent or high as some people want. He reiterated Staff’s 147
perspective and in working with Mr. Johnson over the years, that the City exceeds those ADA 148
requirements and standards. For example regarding the Watermark project, the standard was to 149
have 9 elevated accessible components and the project has 12; they are required to have 7 ground 150
level components and the project has 20 components. 151
Councilmember Stoesz asked if the City is tapped into Anoka County resources and whether 152
they can push to add a regional park in the area. Mr. DeGardner replied if the City Council 153
CITY COUNCIL WORK SESSION
DRAFT
5
identified a priority in having a larger-scale inclusive park, Anoka County would be the City’s 154
first phone call to talk about the project. 155
Councilmember Cavegn thinks in the short-term the City should move forward with the plans for 156
existing parks as they are in need of repair. As Councilmember Lyden mentioned, it is a shift in 157
philosophy for the City and more discussion needs to take place on a more long-term plan for 158
inclusivity. 159
Councilmember Stoesz does not want to move away from neighborhood parks and wants to 160
move forward with that. He noted they are exceeding ADA requirements right now and they 161
cannot exceed dollars allocated for this year. 162
Councilmember Lyden does not disagree with his fellow Councilmembers. He appreciates 163
having been heard and hopes to have a different direction with support and money for a 164
destination-type park. He would like to see more detail on the park plans and how accessible 165
they are. Mr. Johnson showed 3D renderings of the play equipment to the City Council. 166
Mayor Rafferty said tonight they are looking at whether they can take the ideas on paper and 167
move forward to get bids. The other question is a lengthier future discussion regarding how the 168
City can work on all of the parks and playgrounds in the future. 169
Mayor Rafferty stated the Council would take a break at 8:30 p.m. Mayor Rafferty 170
reopened the meeting at 8:38 p.m. 171
Item 4 – Organics Enclosure Location – Environmental Coordinator Nelson gave a summary 172
of his written Staff report noting the City has signed the contract accepting the grant with Anoka 173
County and construction began in October 2022 at Sunrise Park. He shared examples of organics 174
sites at Vadnais Heights City Hall and White Bear Lake Public Works facility noting the County 175
has extended the grant for one year through December 2023. Mr. Nelson gave history and 176
information regarding composting organics and benefits that go along with composting them 177
rather than sending to the landfill. He shared what the City was looking for in finding alternate 178
locations, and walked the Council through various locations within the City including Marshan 179
Park, City Hall Park, and Lino Park. 180
Mayor Rafferty thinks utilizing Marshan Park would be good as the City would be improving the 181
organics enclosure and making it more hidden. He also would like to eliminate the trash cans 182
along Lino Park. 183
Councilmember Cavegn is in favor of Marshan but would like to leave it at Lino Park due to the 184
people in the area that use it, there have not been issues, they already do recycling days there, 185
and it is the least populated with homes around it. 186
Community Development Director Grochala noted that the City could start with Marshan and 187
next they could look at Lino Park. 188
Item 5 – Rookery Summer Camp Staffing – Activity Center Manager Lamey gave a summary 189
of her written Staff report, stating the City will have a summer day camp and are in need of 190
hiring two (2) Summer Camp Coordinators and up to twenty (20) Summer Camp Counselors. 191
CITY COUNCIL WORK SESSION
DRAFT
6
The positions will have no impact to the budget as they will be funded from the 2023 Rookery 192
Budget. Ms. Lamey also shared about Rookery membership, updates on child watch, and spoke 193
about fitness classes. 194
Item 6 – Council Updates on Boards/Commissions – Mayor Rafferty shared about a Vadnais 195
Lakes Area Water Management Organization (VLAWMO) water program with grants that the 196
City could look into for their parks. 197
Item 7 – Discussion on Land Acquisition for Public Improvement Projects (closed meeting) 198
– The Work Session meeting went into closed session at 9:26 p.m. 199
The closed session was adjourned at 9:50 p.m. 200
201
These minutes were considered, corrected, and approved at the regular Council meeting held on 202
March 27, 2023. 203
204
205
206
207
Hannah Lynch, City Clerk Rob Rafferty, Mayor 208
CLOSED COUNCIL SESSION
DRAFT
1
1
2
CITY OF LINO LAKES 3
MINUTES 4
CLOSED COUNCIL SESSION 5
6
DATE : March 6, 2023 7
TIME STARTED : 9:30 p.m. 8
TIME ENDED : 9:50 p.m. 9
MEMBERS PRESENT : Councilmember Stoesz, Lyden, Ruhland, 10
Cavegn, Mayor Rafferty 11
MEMBERS ABSENT : none 12
Staff members present: Community Development Director Michael Grochala 13
14
Mayor Rafferty convened the meeting at 9:30 p.m. at Lino Lakes City Hall. Before the 15
meeting was closed, Mayor Rafferty noted the purpose of the meeting. The meeting was 16
closed as a session of the City Council pursuant to the Open Meeting Law for the purpose 17
of discussing right-of-way acquisition for public improvement projects, including 6510 18
12th Avenue (Water Treatment Plant), 298 Rohavic Lane (Hodgson/Country Road J 19
Improvements – Trail Extension), and 7330 Lake Drive (Trunk Watermain 20
Improvements). 21
22
The meeting was recorded. 23
24
The meeting was adjourned at 9:50 p.m. 25
26
These minutes were considered at the regular City Council meeting held on March 27, 2023. 27
28
29
30
31
Hannah Lynch, City Clerk Rob Rafferty, Mayor 32
33
CITY COUNCIL WORK SESSION
DRAFT
1
LINO LAKES CITY COUNCIL 1
WORK SESSION 2
MINUTES 3
4
DATE : March 13, 2023 5
TIME STARTED : 6:00 p.m. 6
TIME ENDED : 6:20 p.m. 7
MEMBERS PRESENT : Councilmember Stoesz, Lyden, Ruhland, Cavegn, 8
Mayor Rafferty 9
MEMBERS ABSENT : None. 10
Staff members present: City Administrator Sarah Cotton; Community Development Director 11
Michael Grochala; City Engineer Diane Hankee; Human Resources and Communications 12
Manager Meg Sawyer; Director of Public Safety John Swenson; City Planner Katie Larsen. 13
1. Review Regular Council Agenda of March 13, 2023 14
Consent Agenda - 15
Item 1G – Consider Approval of the Hiring of Part-Time Staff for The Rookery – Mayor 16
Rafferty asked for more information and whether things are going well and whether this is a 17
seasonal type of hire. Human Resources and Communcations Manager Sawyer noted the 18
positions before the City Council this evening are typical due to turnover such as adding 19
lifeguards, instructors, and part-time workers. 20
Regular Agenda - 21
22
Item 1 – Consider Appointment of Part-time Firefighter - Human Resources and 23
Communications Manager Sawyer shared about the position noting it would be at Fire Station #1 24
and starting on April 3, 2023. 25
26
Item 2 – Consider Appointment of Paid On-Call Firefighter – Ms. Sawyer noted this position 27
would get the City to nine firefighters at Station #1 and ten at Station #2. The start date will be 28
on March 20, 2023 and the goal for the City is to have 20 firefighters at each station. 29
30
Item 3 – Consider Appointment of Custodial Worker – Ms. Sawyer shared about the position 31
noting it encompasses cleaning City Hall and both Fire stations. With City Council approval, the 32
worker would start on March 14, 2023. Councilmember Stoesz asked whether there will be start-33
up costs including vacuums and equipment. City Administrator Cotton replied in the affirmative 34
noting an estimate was provided in a previous Staff report for some of that equipment for the 35
various sites. 36
37
Item 4 – Consider Appointment of City Clerk – Ms. Sawyer noted Jolleen Chaika will be 38
starting in the position on April 3, 2023. She comes to the City with a vast amount of experience 39
including Deputy City Clerk at Forest Lake. 40
41
CITY COUNCIL WORK SESSION
DRAFT
2
Item 5 - Consider Donation of Bicycles – Director of Public Safety Swenson stated the City 42
looks to clean out the garage of abandoned bicycles that are deposited. There are eight bicycles 43
and with the City Council’s authorization Staff would like to donate the bicycles to the non-44
profit Bikes for Kids. 45
46
Item 6 - Consider 1st Reading of Ordinance No. 01-23 City Code Chapter 1010: Signs – 47
City Planner Larsen noted they are trying to clean up the Ordinance and make it clearer with the 48
first reading this evening. 49
50
Item 7 - Consider Resolution No. 23-20 Accepting and Approving the Grant Agreement 51
between the City of Lino Lakes and the Metropolitan Council of Environmental 52
Services for the Improvement of Publicly Owned Infrastructure and Approving 53
Certificate of Real Property – City Engineer Hankee noted the Met Council monitors the City’s 54
flows and the City has entered into a grant program, which they have done before. Included in 55
the packet is an example agreement, and Ms. Hankee noted the City must approve a certificate of 56
property noting the City owns that property and the City has rights to it. 57
58
The meeting was adjourned at 6:20 p.m. 59
60
These minutes were considered, corrected and approved at the regular Council meeting held on 61
March 27, 2023. 62
63
64
65
Hannah Lynch, City Clerk Rob Rafferty, Mayor 66
67
COUNCIL MINUTES
DRAFT
1
1
LINO LAKES CITY COUNCIL 2
REGULAR MEETING 3
MINUTES 4
5
DATE : March 13, 2023 6
TIME STARTED : 6:30 p.m. 7
TIME ENDED : 6:50 p.m. 8
MEMBERS PRESENT : Councilmember Stoesz, Lyden, Ruhland, Cavegn, 9
Mayor Rafferty 10
MEMBERS ABSENT : None 11
Staff members present: City Administrator Sarah Cotton; Community Development Director 12
Michael Grochala; City Engineer Diane Hankee; Human Resources and Communications Manager 13
Meg Sawyer; Director of Public Safety John Swenson; City Planner Katie Larsen. 14
15
PUBLIC COMMENT 16
There were no public comments. 17
18
SETTING THE AGENDA 19
The agenda was approved as presented. 20
21
SPECIAL PRESENTATION 22
Service Recognition – Lino Lakes Advisory Board Members 23
24
Mayor Rafferty aknowledged the service of outgoing members who have served on Lino Lakes 25
Advisory Boards including Paul Tralle, Ella McNulty, James Zilka, and John Nordlund. 26
27
CONSENT AGENDA 28
Councilmember Cavegn moved to approve the Consent Agenda, Items 1A through 1G as presented. 29
Councilmember Lyden seconded the motion. Motion carried on a voice vote. 30
31
ITEM ACTION 32
Consideration of Expenditures: 33
A) Consider Approval of Expenditures for March 13, 2023 Approved 34
(Check No. 118111 through 118264) in the Amount of $641,909.80 Approved 35
B) Consider Approval of February 6, 2023 Work Session Minutes Approved 36
C) Consider Approval of February 6, 2023 Closed Council Session Minutes Approved 37
D) Consider Approval of February 13, 2023 Work Session Minutes Approved 38
E) Consider Approval of February 13, 2023 Council Meeting Minutes Approved 39
F) Consider Approval of Application for Aquinas Roman Catholic Home Approved 40
Education Services (ARCHES) to Conduct Excluded Bingo Event Approved 41
G) Consider Approval of the Hiring of Part-Time Staff for The Rookery Approved 42
43
FINANCE DEPARTMENT REPORT 44
There was no report. 45
46
ADMINISTRATION DEPARTMENT REPORT 47
48
COUNCIL MINUTES
DRAFT
2
A) Consider Appointment of Part-time Firefighter – Human Resources and Communications 49
Manager Sawyer gave a summary of her written Staff Report regarding the hiring of Joshua 50
Buganski, who has completed Firefighter 1 and 2, and has hazardous material training and 51
certification. With approval, Mr. Buganski would start on April 3, 2023. 52
53
Councilmember Ruhland moved to approve appointment of Joshua Buganski as recommended. 54
Councilmember Cavegn seconded the motion. Motion carried on a voice vote. 55
56
B) Consider Appointment of Paid On-Call Firefighter - Human Resources and Communications 57
Manager Sawyer gave a summary of her written Staff Report noting Ashley Rodvik would be 58
assigned to Fire Station #2 and will start on March 20, 2023. 59
60
Councilmember Cavegn moved to approve appointment of Ashley Rodvik as recommended. 61
Councilmember Lyden seconded the motion. Motion carried on a voice vote. 62
63
C) Consider Appointment of Custodial Worker – Human Resources and Communications 64
Manager Sawyer gave a summary of her written Staff Report noting Ryan McConville has over 10 65
years of custodial experience and would start on March 14, 2023. 66
67
Councilmember Cavegn moved to approve appointment of Ryan McConville as recommended. 68
Councilmember Ruhland seconded the motion. Motion carried on a voice vote. 69
70
D) Consider Appointment of City Clerk - Human Resources and Communications Manager 71
Sawyer gave a summary of her written Staff Report noting Jolleen Chaika has over 15 years of 72
relevant experience. 73
74
Councilmember Cavegn moved to approve appointment of Jolleen Chaika as recommended. 75
Councilmember Ruhland seconded the motion. Motion carried on a voice vote. 76
77
PUBLIC SAFETY DEPARTMENT REPORT 78
79
4A) Consider Donation of Bicycles, John Swenson – Public Safety Director Swenson reviewed 80
the written staff report noting Ordinance 213.07 authorizes the Public Safety Department to dispose 81
of unclaimed property and tonight he is seeking approval to donate eight bicycles to Bikes for Kids, 82
a non-profit in Anoka County. 83
84
Councilmember Lyden moved to authorize the donation as presented. Councilmember Stoesz 85
seconded the motion. Motion carried on a voice vote. 86
87
PUBLIC SERVICES DEPARTMENT REPORT 88
There was no report from the Public Services Department. 89
90
COMMUNITY DEVELOPMENT REPORT 91
92
6A) Consider 1st Reading of Ordinance No. 01-23 City Code Chapter 1010: Signs – City 93
Planner Larsen reviewed her written Staff Report and shared about content neutrality and that the City 94
is not to be regulating content of signage. Staff went through to be sure the City’s sign Ordinance is 95
consistent with a recent federal court case. 96
97
COUNCIL MINUTES
DRAFT
3
Councilmember Ruhland moved to approve the 1st Reading of Ordinance No. 01-23 as presented. 98
Councilmember Cavegn seconded the motion. Motion carried on a voice vote. 99
100
B) Consider Resolution No. 23-20 Accepting and Approving the Grant Agreement 101
between the City of Lino Lakes and the Metropolitan Council of Environmental 102
Services for the Improvement of Publically Owned Infrastructure and Approving 103
Certificate of Real Property – City Engineer Hankee reviewed her written Staff Report noting the 104
City’s sanitary sewer system flows into the Metropolitan Council’s system, and the City has submitted 105
a grant pre-application for improvements. 106
107
Councilmember Ruhland moved to approve Resolution No. 23-20 as presented. Councilmember 108
Cavegn seconded the motion. Motion carried on a voice vote. 109
110
Mayor Rafferty invited a member of the audience to come forward. 111
112
Samuel Murillo, Lino Lakes, stated the City deserves a parade noting COVID 19 has kept people 113
separated and in their homes and the City needs a celebration for the residents. 114
115
It was noted by the City Council that the City does have a parade. 116
117
UNFINISHED BUSINESS 118
There was no Unfinished Business. 119
120
NEW BUSINESS 121
There was no New Business. 122
123
COMMUNITY EVENTS 124
There were no events announced. 125
126
COMMUNITY CALENDAR 127
128
Community Calendar – A Look Ahead 129
March 13, 2023 through March 27, 2023 130
Monday, March 27 6:00 pm, Community Room Council Work Session 131
Monday, March 27 6:30 pm, Council Chambers City Council Meeting 132
133
ADJOURN 134
135
There being no further business, Councilmember Stoesz moved to adjourn at 6:50 p.m. 136
Councilmember Ruhland seconded the motion. Motion carried on a voice vote. 137
138
These minutes were considered and approved at the regular Council Meeting on March 27, 2023. 139
140
141
142
Hanna Lynch, City Clerk Rob Rafferty, Mayor 143
CITY COUNCIL
AGENDA ITEM 1F
STAFF ORIGINATOR: Sarah Cotton, City Administrator
MEETING DATE: March 27, 2023
TOPIC: Consider Approval of Application for an Exempt Permit for
Lawful Gambling Conducted by St. Joseph of the Lakes
Catholic Church
VOTE REQUIRED: 3/5 Vote
INTRODUCTION
St. Joseph of the Lakes Catholic Church has applied for an exempt permit to conduct a raffle,
bingo and pull-tabs on Saturday, August 12th and Sunday August 13th, 2023.
BACKGROUND
Non-profit organizations are allowed, under the State Gambling Statutes, to apply for an
exemption from a gambling license if they conduct five (5) or fewer gambling occasions per
calendar year. St. Joseph of the Lakes Catholic Church conducts five (5) or less per calendar
year and, therefore, remains exempt from requiring a gambling license.
Minnesota Statutes, Chapter 349, Section 349.166, Subd. 2 does, however, require that the non-
profit organizations applying for the exemption permit, notify the city that they are applying for
the exemption and receive local approval.
The application and background materials are on file in City Clerk’s office.
RECOMMENDATION
Consider approving the application for exemption with no waiting period.
CITY COUNCIL
AGENDA ITEM 1G
STAFF ORIGINATOR: Sarah Cotton, City Administrator
MEETING DATE: March 27, 2023
TOPIC: Consider Resolution No. 23-30, Approving a Solicitor
License for Renewal by Anderson
VOTE REQUIRED: 3/5
BACKGROUND
Renewal by Anderson, 1920 County Road C West, Roseville, Minnesota has submitted a
solicitor’s license application to the City Clerk’s office.
The company representatives who will be working in Lino Lakes are Jonathan Hamblin
and Andrew Njogu.
The company representatives plan to travel through Lino Lakes’ neighborhoods going
door to door offering window and door replacement sales to interested potential clients.
The City has received all the necessary forms required to issue this company a license.
The Lino Lakes Public Safety Department has performed the background checks and
indicated no reason to deny the application.
The application and all other required information is on file in the City Clerk’s office for
review.
RECOMMENDATION
Consider Resolution No. 23-30, approving the issuance of a Solicitor License to Renewal
by Anderson for a period of six months, commencing March 28, 2023.
CITY OF LINO LAKES
RESOLUTION NO. 23-30
APPROVING A SOLICITOR LICENSE FOR RENEWAL BY ANDERSON
WHEREAS, Renewal by Anderson has submitted a solicitor’s license application to the City
Clerk's office; and
WHEREAS, Renewal by Anderson has complied with all of the provisions of Chapter 613 of
the Lino Lakes City Code for obtaining the necessary license; and
WHEREAS, the Lino Lakes Public Safety Department has conducted a background check on
the company representatives that will be working in Lino Lakes;
NOW, THEREFORE, BE IT RESOLVED that the Lino Lakes City Council hereby approves
the request of Renewal by Anderson, to travel throughout Lino Lakes offering window and door
replacement sales for a period of six-months commencing March 28th through September 28th,
2023.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_____________ and was duly seconded by Council Member ___________ and upon vote being
taken thereon, the following voted in favor thereof:
The following voted against same:
_____________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
CITY COUNCIL
AGENDA ITEM 3A
STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager
MEETING DATE: March 27, 2023
TOPIC: Consider Appointment of Custodial Worker
VOTE REQUIRED: 3/5
INTRODUCTION
The City Council is being asked to approve the appointment of Tracie Scott to the part-time
Custodial Worker position within the Public Services department.
BACKGROUND
Staff has completed the recruitment process, provided a conditional offer, and is recommending
the approval of Tracie Scott for the part-time position.
The hourly rate of pay would be $23.00, which is the top of the pay range for the part-time
custodial worker.
With Council’s approval, Tracie would start in the position on April 3, 2023.
RECOMMENDATION
Please approve the appointment of Tracie Scott to the part-time Custodial Worker position.
CITY COUNCIL
AGENDA ITEM 4A
STAFF ORIGINATOR: John Swenson, Public Safety Director
MEETING DATE: March 27, 2023
TOPIC: Acceptance of Equipment Donation to Lino Lakes Public
Safety Department – Fire Division
VOTE REQUIRED: 3/5
INTRODUCTION
The Lino Lakes Public Safety Department is requesting council approval to accept a donation of
fire hose for wildland fire suppression from the City of Lexington.
BACKGROUND
The City of Lexington received a shipment of fire hose for wildland fire suppression in error from
one of their vendors. The City of Lexington’s vendor did not want them to return this hose
because of the cost for shipping and the City of Lexington does not have a need for this type of
fire hose.
The City of Lexington would like to donate four sections of 50 foot wildland fire hose (total 200
feet) to the Fire Division. The estimated value of this fire hose is $399.20.
If this donation is accepted, this equipment will be used in the Fire Division for wildland fire
suppression operations.
RECOMMENDATION
Staff recommends approval of acceptance of the donation of fire hose from the City of Lexington.
ATTACHMENTS
Photo of Wildland Fire Hose
CITY COUNCIL
AGENDA ITEM 5A
STAFF ORIGINATOR: Rick DeGardner, Public Services Director
MEETING DATE: March 27, 2023
TOPIC: Consider Approval of Resolution No. 23-31, Accepting Bids and
Awarding a Contract, Watermark Park Irrigation System
VOTE REQUIRED: 3/5
INTRODUCTION
Staff is requesting Council’s consideration to accept bids and award a construction contract for
the irrigation system at Watermark Park.
BACKGROUND
The City Council awarded the Watermark Park construction project at the February 13, 2023
City Council meeting. Installation of the irrigation system was bid as a separate project. Three
bids were received.
CONTRACTOR TOTAL BASE BID
Albrecht Enterprises, LLC $104,083.00
Irrigation Doctor, Inc. $111,632.00
Southview Design $154,987.91
The low bid was submitted by Albrecht Enterprises, LLC. in the amount $104,083.00 and is
being recommended for award. Albrecht Enterprises, LLC is currently listed as a subconsultant
for the overall park project, as they will be undertaking the landscape installation.
The engineer’s estimate was $110,000.00. Funding has been identified through the Dedicated
Parks Fund.
RECOMMENDATION
Staff recommends adoption of Resolution No. 23-31.
ATTACHMENTS
1. Resolution No. 23-31
2. WSB Award Letter and Bid Tabulation
RESOLUTION NO. 23-31
ACCEPTING BIDS AND AWARDING A CONTRACT, WATERMARK
PARK IRRIGATION SYSTEM
WHEREAS, the City Council awarded the Watermark Park construction project at the
February 13, 2023 City Council meeting. Installation of the irrigation system was bid as a
separate project; and
WHEREAS, three bids were received:
CONTRACTOR TOTAL BASE BID
Albrecht Enterprises, LLC $104,083.00
Irrigation Doctor, Inc. $111,632.00
Southview Design $154,987.91
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes:
1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with
Albrecht Enterprises, LLC. in the amount of $104,083.00 for the construction of the
Watermark Park Irrigation System Project.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_______________and was duly seconded by Council Member ________________ and upon
vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_____________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
K:\019496-000\Admin\Spec\Irrigation Quote Package\Bidding\019496-000 LOR 030923.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM March 9, 2023
Honorable Mayor and City Council
City of Lino Lakes
600 Town Center Parkway
Lino Lakes, MN 55014
Re: Watermark Park Irrigation System
WSB Project No. 019496-000
Dear Mayor and Council Members:
Quotes were received for the above-referenced project on Thursday, March 9, 2023. A total of
three (3) were received. The quotes were checked for mathematical accuracy and tabulated and
there were no errors on the Bid Form. The Engineer’s Estimate was $110,000.00. The bid
tabulation indicates the low bidder as Albrecht Enterprises, LLC, of Roseville, MN in the amount
of 104,083.00.
We recommend that the City Council consider these quotes and award a contract in the amount
of $104,083.00 to Albrecht Enterprises, LLC. based on the results of the bids received.
Sincerely,
WSB
Jordan Gedrose
Landscape Architect
Enclosures
cc: Matt Johnson – Albrecht Enterprises, LLC
Rick DeGardner – City of Lino Lakes
mj
Watermark Park Irrigation System
City of Lino Lakes, MN
WSB Project No. 019496-000
Quotes due by: March 9, 2023 at 1:00 PM local time
DENOTES CORRECTED FIGURE
Contractor Grand Total Bid
1 Albrecht Enterprises, LLC $104,083.00
2 Irrigation Doctor, Inc.$111,632.00
3 Southview Design $154,987.91
Engineer's Opinion of Cost $110,000.00
BID TABULATION SUMMARY
Jordan Gedrose, Landscape Architect
I hereby certify that this is a true and correct tabulation of the bids as received on March 9, 2023.
K:\019496-000\Admin\Spec\Irrigation Quote Package\Bidding\019496-000 Bid Tab Summary 030923
CITY COUNCIL
AGENDA ITEM 5B
STAFF ORIGINATOR: Rick DeGardner, Public Services Director
MEETING DATE: March 27, 2023
TOPIC: Consider Approval of Resolution No. 23-32, Approving
Contracts for the Watermark Park Shelter
VOTE REQUIRED: 3/5
INTRODUCTION
Staff is requesting Council’s consideration to approve two contracts for the open air park
shelter at Watermark Park.
BACKGROUND
The park shelter is another item not included in the construction contract that was awarded during
the February 13, 2023 council meeting. Staff is recommending entering into a contract with
PlayPower LT Farmington, Inc., via Sourcewell, in the amount of $84,283.00 for a Poligon
Grand Haven Gable 32’ structure.
Sourcewell is a public corporation serving as a municipal contracting agency for government
and education agencies. Sourcewell serves member agencies under the legislative authority
established and granted by Minnesota Statute 123A.21. This agreement fulfills the competitive
solicitation and contract process required of governmental agencies.
The contract includes the metal roof, underside stained tongue and groove, ornamentation, six
columns with footings, electrical access for outlets and security lighting, and stamped
engineered drawings. Brickwork around the columns, electrical work within the roof, and the
required building permit is outside the scope of this contract.
Staff is also recommending entering into a contract for the installation with Mulcare
Contracting LLC in the amount of $33,500. Mulcare Contracting LLC is a certified Poligon
installer and our PlayPower LT Farmington Representative (Northland Recreation) works
exclusively with this company.
Funding has been identified through the Dedicated Parks Fund.
RECOMMENDATION
Staff recommends adoption of Resolution No. 23-32.
ATTACHMENTS
1. Resolution No. 23-32
2. Park Shelter Concept
RESOLUTION NO. 23-32
APPROVING CONTRACTS FOR THE
WATERMARK PARK SHELTER
WHEREAS, the City Council awarded the Watermark Park construction project at the
February 13, 2023 City Council meeting. The park shelter was bid as a separate project; and
WHEREAS, staff is recommending entering into a contract with PlayPower LT Farmington,
Inc. via Sourcewell (formerly NJPA) in the amount of $84,283.00; and
WHEREAS, Sourcewell is a public corporation serving as a municipal contracting agency for
government and education agencies. Sourcewell serves member agencies under the legislative
authority established and granted by Minnesota Statute 123A.21. This agreement fulfills the
competitive solicitation and contract process required of governmental agencies; and
WHEREAS, staff is also recommending entering into a contract for the installation with
Mulcare Contracting LLC in the amount of $33,500; and
WHEREAS, funding has been identified through the Dedicated Parks Fund.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes:
1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with
PlayPower LT Farmington in the amount of $84,283.00 and Mulcare Contracting LLC in
the amount of $33,500.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_______________and was duly seconded by Council Member ________________ and upon
vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_____________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
K:\019496-000\Graphics\019496-000 Shelter OptionsWatermark Park - Picnic Shelter Options
Lino Lakes, MN
March 20, 2023 | WSB Project number: 019496-000
“REGAL BLUE” METAL ROOF COLOR
“ASH GRAY” FRAME COLOR
GABLE CIRCLE ORNAMENTATION “TAMPA” OVERHEAD ORNAMENTATION
1
CITY COUNCIL
AGENDA ITEM 6A
STAFF ORIGINATOR: Katie Larsen, City Planner
MEETING DATE: March 27, 2023
TOPIC: City Code Chapter 1010: Signs
i.Consider 2nd Reading of Ordinance No. 01-23 Sign Ordinance
Amendment
*Council may vote to dispense with full reading of ordinance
* Roll call vote is required for adoption of the ordinance
ii.Consider Resolution No. 23-21 Authorizing Summary
Publication
INTRODUCTION
City Code Chapter 1010: Signs regulates signs. In 2014, the City amended the sign ordinance.
Staff is proposing another amendment to the ordinance to reflect changes that have transpired
from a federal court case. The City Council approved the 1st reading of the ordinance at the
March 13, 2023 Council meeting.
BACKGROUND
The main purpose of the revisions to the City’s sign ordinance is to bring the ordinance in line
the U.S. Supreme Court decision in Reed v. Town of Gilbert, which determined that content-
based regulation of signs are generally impermissible and could violate the First Amendment. In
short, the court said that government can’t regulate signs based on the communicative intent or
message of those signs. The courts have signaled, however, that concerns for safety can justify
content-based sign regulations and that distinctions can be drawn for on-premise versus off-
premise signs and commercial versus non-commercial signs. The sign ordinance revisions reflect
this evolution in case law.
A secondary goal of revising the sign ordinance is to increase its clarity and readability to ease
administration and enforcement. This includes cutting down on unused definitions, standardizing
language, and addressing potential conflicts or unnecessary language.
For the most part, the revisions are geared toward maintaining the City’s original intent in its
sign regulation, while eliminating disallowed content-based regulations. As recommended by the
Planning & Zoning Board, obscene sign language has been added under Section 1010.005
Prohibited Signs. As discussed at the March 6, 2023 Work Session, dynamic sign size was
increased from 20sf to 32sf with an 8 second hold.
2
RECOMMENDATION
Staff recommends approval of the sign ordinance amendment.
ATTACHMENTS
1. Ordinance No. 01-23 City Code Chapter 1010: Signs
2. Resolution No. 23-21 Summary Publication
1
1st Reading: Publication:
2nd Reading: Effective:
CITY OF LINO LAKES
ORDINANCE NO. 01-23
ORDINANCE AMENDING CITY CODE CHAPTER 1010: SIGNS
The City Council of Lino Lakes ordains:
Section 1. Findings. The City Council finds that the amended sign ordinance protects the
public health, safety, comfort, convenience, and general welfare of the residents of the
community.
Section 2. Amendment. The Lino Lakes City Code Chapter 1010: Signs is hereby repealed in
its entirety and replaced with the following attached exhibit:
Exhibit A: Chapter 1010: Signs
Section 3. Effective Date. This Ordinance shall be effective from and after its passage and
publication according to the Lino Lakes City Charter.
Adopted by the Lino Lakes City Council this 27th day of March, 2023.
The motion for the adoption of the foregoing ordinance was introduced by Councilmember
_____________and was duly seconded by Councilmember ___________ and upon vote being
taken thereon, the following voted in favor thereof:
The following voted against same:
____________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
Attachment 1: Ordinance No. 01-23
2
Exhibit A:
Chapter 1010: Signs
1
CHAPTER 1010: SIGNS
Section
1010.001 Purpose, intent and findings
1010.002 Definitions
1010.003 Administration and enforcement
1010.004 Non-conforming Signs
1010.005 Prohibited Signs
1010.006 General regulations applicable to all zoning districts
1010.007 Temporary Signs
1010.008 Zoning district regulations
1010.009 Substitution Clause
1010.010 Severability
§ 1010.001 PURPOSE, INTENT AND FINDINGS.
(1)Purpose and intent. It is not the purpose or intent of this sign chapter to regulate the message
displayed on any sign; nor is it the purpose or intent to regulate any building design or any display not
defined as a sign, or any sign with a message that cannot reasonably be viewed from off the property on
which the sign is displayed. Rather, the sign chapter is intended to establish a comprehensive and
balanced system of sign control that accommodates the need for a well-maintained, safe and attractive
community, and the need for effective communications. It is the intent of this chapter to promote the
health, safety, general welfare, aesthetics, and image of the community by regulating signs that are
intended to communicate to the public and to use signs that meet the city’s goals by authorizing:
(a)Permanent signs that establish a high standard of aesthetics;
(b)Signs that are compatible with their surroundings;
(c)Signs that are designed, constructed, installed and maintained in a manner that does not
adversely impact public safety or unduly distract motorists;
(d)Signs that are large enough to convey the intended message and to help citizens find their
way to intended destinations;
(e)Signs that are proportioned to the scale of, and are architecturally compatible with,
principal structures;
(f)Permanent signs that give preference to the on-premise owner or occupant; and
(g)Temporary commercial speech signs and off-premise signs that provide an opportunity
for special events while restricting signs that create continuous visual clutter and hazards at public
right-of-way intersections.
(2)Findings. The City of Lino Lakes finds it is necessary for the promotion and preservation of
the public health, safety, welfare and aesthetics of the community that the construction, location, size, and
maintenance of signs be controlled. Further, the city finds:
2
(a)Permanent and temporary signs have a direct impact on and relationship to the image of
the community;
(b)The manner of installation, location, and maintenance of signs affects the public health,
safety, welfare, and aesthetics of the community;
(c)An opportunity for viable identification of community businesses and institutions must
be established;
(d)The safety of motorists, cyclists, pedestrians, and other users of public streets and
property is affected by the number, size, location, and appearance of signs that unduly divert the attention
of drivers;
(e)Installation of signs suspended from, projecting over or placed on the tops of buildings,
walks, or other structures may constitute a hazard during periods of high winds and an obstacle to
effective firefighting and other emergency service;
(f)Uncontrolled and unlimited signs adversely impact the image and aesthetic attractiveness
of the community and thereby undermine economic value and growth;
(g)Uncontrolled and unlimited signs, particularly temporary signs which are commonly
located within or adjacent to public right-of-way or are located at driveway/street intersections, result in
roadside clutter and obstruction of views of oncoming traffic. This creates a hazard to drivers and
pedestrians and also adversely impacts a logical flow of information;
(h)Commercial speech signs are generally incompatible with residential uses and should be
strictly limited in residential zoning districts;
(i)The right to express noncommercial opinions in any zoning district must be protected,
subject to reasonable restrictions on size, height, location, and number; and
(j)Light pollution creates negative impacts on the community, particularly in residential,
and rural areas.
§ 1010.002 DEFINITIONS.
The following words and terms, when used in this sign chapter, shall have the following meanings, unless
the context clearly indicates otherwise.
BANNER. A temporary sign made of cloth, flexible plastic or other fabric, except that flags shall not
be considered BANNERS.
COMMERCIAL SPEECH. Speech advertising a business, profession, commodity, service, or
entertainment.
DIRECTIONAL SIGNS. A sign providing noncommercial directional information about the use or
uses on the property where the sign is located.
DYNAMIC DISPLAY. Any characteristics of a sign that appear to have movement or that appear to
change, however frequently, caused by any method other than physically removing and replacing the sign
or its components, whether the apparent movement or change is in the display, the sign structure itself or
any other component of the sign. This includes, but is not limited to, a sign display that incorporates a
technology or method allowing the image on the sign face to change without having to physically or
mechanically replace the sign face or its components. This also includes, but is not limited to, any rotating,
revolving, moving, flashing, blinking or animated display, and any display that incorporates rotating
3
panels, LED lights manipulated through digital input, “digital ink,” or any other method or technology
that allows the sign face to present a series of images or displays. This does not include digital signs with
fixed content that changes less than once per hour, provided that none of the content displayed appears to
have movement or to otherwise change during the minimum one-hour display period.
FLAG. Any cloth, flexible plastic, or fabric containing distinctive colors, patterns, or symbols that
is attached along one side to one pole or attached to a rope on one pole that allows for raising and lowering
the flag.
FAÇADE. That portion of any exterior elevation on a building extending from grade to top of the
parapet, wall, or eaves and the entire width of the building elevation.
FLASHING SIGN. An illuminated sign on which the illumination is not kept constant in intensity
or color at all times when the sign is in use.
GROUND SIGN. Any freestanding sign supported by or upon standards, poles, beams, or other
supports or foundation directly affixed to the ground.
IDENTIFICATION OR NAMEPLATE SIGN. A sign that bears the name or address or both of the
business or the occupant of the building on which it is located.
ILLUMINATED SIGN. A sign that has an artificial light source directed upon it or that has an
interior light source.
MARQUEE AND CANOPY SIGNS. Any message or identification that is permanently affixed to a
projection or extension of a building or structure, erected in a manner as to provide shelter or cover over
the approach to any entrance of a store, building, or place of public assembly.
NONCOMMERCIAL SPEECH. Dissemination of messages not classified as commercial speech,
which include, but are not limited to, messages concerning political, religious, social, ideological, public
service, and informational topics.
OFF-PREMISE SIGN. A sign that directs attention to a business, profession, commodity, service,
or entertainment not exclusively related to the premises where a sign is located or to which it is affixed.
ON-PREMISE SIGN. A sign that directs attention to a business or profession or to a commodity,
service, or entertainment sold or offered upon the premises where such a sign is located.
PENNANT. Any lightweight plastic, fabric, or other material, whether or not containing a message
of any kind, suspended from a rope, wire, or string, usually in series, designed to move in the wind.
Sometimes called STRINGER.
PORTABLE SIGN. A temporary sign that is designed or intended to be moved or transported that
is parked or placed for the primary purpose of displaying the sign to a public right-of-way. Examples of
portable signs include:
• Signs on trailers or on wheels, with or without text and/or graphics;
• Commercial signs mounted on a vehicle when the vehicle is parked and visible from a public right-
of-way, except signs that are one (1) square foot in area or less.
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PROJECTING SIGN. A permanent sign affixed to an exterior wall or roof of a building and that is
perpendicular to the building wall.
PYLON SIGN. A permanent, free-standing ground sign erected upon a post or posts.
SANDWICH BOARD. A temporary on-premise sign constructed to form an “A” or a tent-like shape,
placed in front of a business.
SIGN. Any writing, pictorial presentation, number, illustration or decoration, or other
communication device, whether painted, posted, printed, affixed, or constructed, including associated
brackets, braces, supports, wires, and structures, that is used to announce, direct attention to, identify,
inform, communicate, or otherwise make anything known and that is visible from off the property on
which the sign is located.
SIGN AREA. The entire area of a temporary or permanent sign within a single continuous perimeter
enclosing the extreme limits of the actual sign surface, but excluding any structural or supporting elements
such as uprights, aprons, poles, beams, or standards. For double-faced signs, the sign area shall be
computed on the basis of one (1) face of the sign.
SIGN HEIGHT. Height shall be measured from grade to the uppermost points or level of sign
structure.
TEMPORARY SIGNS. A sign which is designed or intended to be displayed for a short period of
time and is not permanently installed. This includes items such as banners, beacons, sandwich signs,
balloons, or other air or gas filled figures.
WALL SIGN. A permanent sign attached to or erected against the wall of a building or structure with
the exposed face to the sign in a plane approximately parallel to the face of the wall and extending not
more than 15 inches from the building wall face.
§ 1010.003 ADMINISTRATION AND ENFORCEMENT.
(1) Permit required. No temporary or permanent sign shall be erected, altered, reconstructed, or
moved in the city without first securing a permit from the city, unless this chapter specifically states
otherwise. The permit holder shall be responsible for all of the requirements of this chapter, including the
liability for expense of removal and maintenance incurred by the city.
(2) Sign permit fees shall be as specified in the city fee schedule. Double permit fees shall be
assessed if the permit is pulled after the sign is placed.
(3) Repairs.
(a) All signs shall be maintained in good condition and the areas around them kept free from
debris, bushes, high weeds, and from anything else that would be an eyesore or nuisance. All signs must
be maintained to prevent the sign from becoming unkempt in appearance. When any ground sign is
removed, the entire surrounding area shall be cleared of all debris and unsightly projections and
protrusions.
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(b)Any sign located in the city that may now be or hereafter becomes out of order, rotten,
or unsafe and every sign that shall hereafter be erected, altered, resurfaced, reconstructed, or moved
contrary to the provisions of this sign chapter, shall be removed or otherwise properly secured in
accordance with the terms of this sign chapter by the owners of the sign or by the owners of the property
on which the sign is located, upon receipt of notice from the city to do so. No rotten or other unsafe sign
shall be repaired or rebuilt except in accordance with the provisions of this sign chapter and upon proper
permit issued by the issuing authority.
(4)Removal. In the event of the failure of the owner or person or entity having control of any
sign or the owner of the property on which the sign is located to remove or repair the sign within 60 days
after the use is terminated, a notice shall be given and the sign may be removed by the city at the expense
of the owner or manager of the sign or the owner of the property upon which the sign stands.
(5)Violations. Any violation of this chapter shall constitute a misdemeanor. Each day of the
violation shall constitute a separate offense.
§ 1010.004 NON-CONFORMING SIGNS
(1)Nonconforming signs. The city recognizes that signs exist within the zoning districts that were
lawful before this sign chapter was enacted, which would be prohibited, regulated or restricted under the
terms of this chapter or future amendments. It is the intention of this sign chapter that nonconforming
signs shall be allowed to continue to exist, but they shall not be enlarged upon, expanded or extended, nor
be used as the grounds for adding other signs or uses prohibited elsewhere in the same district. It is further
the intent of this sign chapter to permit legal nonconforming signs existing on the effective date of this
sign chapter, or amendments thereto, to continue as legal nonconforming signs provided the signs are safe,
are maintained so as not to be unsightly, and have not been abandoned or removed subject to the following
provisions:
(a)No sign shall be enlarged or altered in a way that increases its nonconformity;
(b)Should the sign or sign structure be destroyed by any means to an extent greater than 50
percent of its replacement cost and no building permit has been applied for within 180 days of when the
property was damaged, it shall not be reconstructed except in conformity with the provisions of this
chapter;
(c)Should the sign or sign structure be moved for any reason for any distance whatsoever,
it shall thereafter conform to the regulations for the zoning district in which it is located after it is moved;
(d)No existing sign devoted to a use not permitted by the zoning code in the zoning district
in which it is located shall be enlarged, extended, or moved except in changing the sign to a sign permitted
in the zoning district in which is it located; and
(e)When a structure loses its nonconforming status, all signs devoted to the structure shall
be removed and all signs painted directly on the structure shall be repainted in a neutral color or a color
that will harmonize with the structure.
§ 1010.005 PROHIBITED SIGNS.
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The following types of signs are prohibited in all districts:
(1) Off-premise signs as defined in this chapter, except as otherwise permitted in City Code
Section 1010.006 or 1010.007.
(2) Signs within public right-of-way, affixed to public structures or public utility poles or boxes
or other public equipment, or on other public property except signs erected or placed by a government
entity with proper authority or control. A special exception may be granted by the City Council if road
improvements or other public projects include the elimination of an access to a private property. In these
cases, a sign giving directions to the new access may be allowed in the right-of-way.
(3) Signs painted on, attached to, or affixed to any trees, rocks, or other similar organic or inorganic
natural matter.
(4) Any sign, signal, marking, or device that purports to be or is an imitation of or resembles any
official traffic control device or railroad sign or signal, or emergency vehicle signal, or that attempts to
direct the movement of traffic or that hides from view or interferes with the effectiveness of any official
traffic-control device or railroad sign or signal. Further, no sign shall be installed, which by reason of
position, shape, or color would conflict with proper function or interpretation of any traffic sign or signal.
(5) Signs with revolving beacons, flashing signs, or similar lighted devices.
(6) Signs that obstruct any door, fire escape, stairway, or other access of any building or structure.
(7) Portable signs, except as otherwise permitted in City Code Section 1010.007.
(8) Projecting signs that extend over public property, except with an encroachment agreement,
which the city may agree to at the city’s discretion.
(9) Roof signs, including signs mounted on a roof surface or projecting above the roof line of a
structure if either attached to the structure or cantilevered over the structure.
(10) Abandoned signs or signs, other than temporary off-premise signs, that advertise an activity,
business, product, or service no longer available on the premises on which the sign is located.
(11) Pennants or stringers.
(12) Any sign displaying obscene, indecent, immoral, or offensive content.
(13) Any signs not specifically allowed by this chapter.
§ 1010.006 GENERAL REGULATIONS APPLICABLE TO ALL ZONING DISTRICTS
(1) Signs erected or placed by a government entity with proper authority or control within a public
right-of-way, affixed to public structures or public utility poles or boxes or other public equipment, or on
other public property are allowed in all zoning districts without a permit and are not subject to the limits
or restrictions stated in this sign chapter.
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(2) All permanent signs shall be constructed in conformance with the provisions of the Minnesota
State Building Code, as amended, and City Code Chapter 1003.
(3) Signs in windows in the interior of buildings are exempt from this chapter, except that no more
than 75 percent of any window may be covered by signage and no dynamic display signs shall be allowed
to be displayed in windows. No signs may be attached to the exterior of windows.
(4) “No hunting” and “No trespassing” signs are allowed as regulated by Minnesota Statutes
§ 97B.001, as it may be amended from time to time. No permit is required.
(5) Illuminated signs are allowed in all zoning districts. The source of light for any illuminated
sign must be controlled so as not to shine directly upon or light adjacent property or public right-of-way.
Signs that are not internally illuminated shall have light fixtures and sources screened from view.
(6) Dynamic display signs. No more than 32 square feet of the allowable sign area provided for in
City Code Section 1010.008 shall be used for dynamic display signs, except that in Rural and Residential
zoning districts dynamic display signs shall only be allowed for non-residential uses. The minimum
display period for any message shall be eight (8) seconds. No dynamic display signs may be placed in
windows.
(7) Signs, including individual letters and symbols, must be detachable from the building and
attached to the exterior building surface by adhesive or mechanical fasteners. Signs shall not be painted
directly on any exterior building surface.
(8) Signs in election years. In state general election years, the provisions of Minnesota Statutes
§ 211B.045, as amended, shall apply. Notwithstanding other provisions of this chapter regulating the
allowed size or number of signs, in city election years, all temporary noncommercial signs of any size
may be posted in any number without a permit from 30 days before the city election until ten (10) days
following the city election. Other requirements of this chapter, including those regarding the location of
signs, shall continue to apply.
(9) Directional signs up to four (4) square feet are allowed up to six (6) feet above grade
without a permit.
(10) The exposed uprights, superstructure, or back side of all signs must be a neutral color such
as light blues, grays, greens, or browns, unless the part of the sign is integral to the overall design of the
sign.
(11) Multi-occupancy business and industrial buildings. When a single principle building is
devoted to three (3) or more businesses or industrial tenants, a comprehensive sign plan for the entire
structure shall be submitted and shall be of sufficient scope and detail to permit a determination as to
whether or not the plan is consistent with the following regulations. The plan shall be subject to the
approval of the City Council. No permit shall be issued for an individual tenant except upon a
determination that it is consistent with the approved comprehensive sign plan.
(a) The maximum individual tenant sign sizes shall not exceed the maximum provisions
for single occupancy structures in the same zoning district.
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(b) Multiple occupancy structures may display a unified ground sign consistent with the
applicable district provisions. At least 25 percent of the ground sign must identify the entire site to
assist with navigation to the site. Individual tenants shall not display ground signs.
(c) Except as provided in this chapter, individual tenants of multiple occupancy structures
shall not display separate wall signs unless the tenant’s business has an exclusive exterior entrance.
The number of signs shall be limited to one (1) per building façade that the tenant occupies, and each
sign shall be limited to the maximum wall sign size permitted per building façade for single
occupancy structures in the same zoning district.
(d) In any multiple occupancy structure qualifying as a mall type shopping center, one (1)
sign not exceeding 50 square feet shall be permitted for each common public entrance and shall be
located within 50 feet of the common public entrance being served.
(12) Street addresses required to comply with address ordinances or building codes do not
require a sign permit.
(13) Flags
(a) Non-commercial flags are not regulated by this sign chapter.
(b) One (1) commercial flag is allowed per property without a permit. Additional
commercial flags shall be regulated as permanent signage, subject to the permitting requirements and
sign area limits set by this chapter.
§ 1010.007 TEMPORARY SIGNS
(1) Temporary Signs for Residential Uses. Except as set forth in this chapter, all residential uses
in Rural and Residential zoning districts shall be allowed one (1) temporary on-premise or noncommercial
sign up to six (6) square feet placed at least ten (10) feet from the lot line. This sign shall be in the form
of a ground sign. Such sign may be placed without a permit and there is no time limit for the display of
such sign. Only one (1) ground sign, whether temporary or permanent, is permitted per residential use.
(2) Temporary Signs for Non-Residential Uses. All uses other than those addressed in Section
1010.007(1) shall be allowed temporary on-premise or noncommercial signs in accordance with the
following regulations:
a. Except as specifically authorized by this sign chapter, one (1) temporary sign is allowed
per property. The maximum number of temporary signs for properties with multi-occupancy buildings
shall be one (1) per tenant, with no more than three (3) per property displayed at one time.
b. Except as specifically authorized by this chapter, temporary signs may not be displayed
for more than a cumulative total of 90 days per calendar year per property. Properties with multi-
occupancy buildings shall be allowed to display temporary signs for 90 days per calendar year per
tenant.
9
c. Except as specifically authorized by this chapter, temporary signs may not be displayed
without a permit and a single permit shall not exceed 30 consecutive days. Each permit must indicate the
number of days and the dates the sign is be displayed. Permits shall be signed by the property owner
and/or property manager and are not transferrable if the property comes under new ownership,
occupancy, or management. A fee and deposit at a level established by ordinance adopted by the City
Council is required. The deposit shall be forfeited if the sign remains displayed past the date of removal
indicated on the permit. The city has the right to remove the temporary sign at the end of the permit
period and collect the cost of removal from the permit holder and/or property owner.
d. When a property is under construction or for sale, one (1) temporary sign is allowed to
be displayed on each of the property’s street frontages without a permit, subject to the following
restrictions:
i. Each such sign must be set back at least ten (10) feet from the lot line.
ii. For properties that are under ten (10) acres, the maximum size of each such sign shall
be 32 square feet. For properties that are ten (10) acres or more, the maximum size of
each such sign shall be 100 square feet.
iii. If construction or sale is of a single structure or parcel, any signs displayed under this
provision must be removed within 30 days after the issuance of a certificate of
occupancy for or sale of the structure or parcel. If it is of more than one (1) structure
or parcel, any sign displayed under this provision must be removed 30 days after a
certificate of occupancy is issued for the last building or when all of the units or
parcels are sold.
e. No temporary sign shall have lighting or illumination of any sort.
f. All temporary signs shall be subject to the requirements in Table 1:
Table 1. Temporary Sign Requirements
Sign Type
Permit
Required
Size
(square
feet)
Location Special Provisions
Ground Signs Required See
Table 2 See Table 2
Temporary ground signs shall be
allowed consistent with the size,
number, and location limits set forth in
Table 2 based on the zoning district
and in lieu of permanent ground signs
allowed thereunder. The total number
and size of temporary and/or
permanent ground signs shall not
exceed the limits set in Table 2. The
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Table 1. Temporary Sign Requirements
Sign Type
Permit
Required
Size
(square
feet)
Location Special Provisions
maximum height of a temporary
ground sign shall not exceed ten (10)
feet in height as measured from the
ground.
Banner Required
32 square
feet
maximum
sign area.
All four (4)
corners must
be attached to
the principal
building on the
site.
N/A
Portable Signs
Required
32 square
feet
maximum
sign area.
Must be set
back a
minimum of
five (5) feet
from lot line.
N/A
Sandwich
Boards Required
Six (6)
square
feet
maximum
sign area.
1. Must be in
front of space
occupied by
the permit
holder.
1. Sign permit is valid as long as the
permit holder is in operation at the
location.
2. No further
than ten (10)
feet from door
of the building
occupied by
the permit
holder.
2. Can only be displayed during
business hours; must be brought inside
when business closes each day.
11
Table 1. Temporary Sign Requirements
Sign Type
Permit
Required
Size
(square
feet)
Location Special Provisions
3. Must
maintain four
(4) feet clear
area for
pedestrian
passage,
including
distance from
tables, opening
doors, planters,
and the like.
3. Sandwich board signs must be of
solid construction, of material resistant
to weather, resistant to being knocked
over by wind. Signs must be always be
maintained in good condition and
avoid a shabby, unkempt appearance.
4. Must not be
in parking
area.
Balloons or
Inflatable
Signs
Not
required
24 inches
diameter
maximum
sign area
N/A N/A
(3) Temporary Off-Premise Signs are allowed, without a permit, on any property as follows:
(a) The sign must be set back at least five (5) feet from a lot line;
(b) Only one (1) temporary off-premise sign shall be allowed per property and may be
displayed only if the property is not displaying any other temporary sign allowed under this Section
1010.007;
(c) Placement of the sign shall require permission from the underlying property owner;
(d) The sign shall only be displayed between 6:00 a.m. on a Friday and 6:00 a.m. the
following Monday; and
(e) The sign area shall be no larger than three (3) square feet in area and no higher than
four (4) feet above the ground to which it is attached.
(4) In PUD, Planned Unit Development Districts, temporary signs are regulated according to the
standards for the corresponding land use and zoning category as stated in this section, except that a sign
plan with differing requirements may be approved by the city.
12
§ 1010.008 ZONING DISTRICT REGULATIONS.
(1)Permanent signs in each zoning district must comply with the requirements of Table 2 of this
section:
13
Table 2 Permanent Sign Requirements. All permanent signs shall be subject to the following
requirements:
(a)Rural and Residential Zoning Districts
Sign Type
R Rural, R-X Rural Executive, R-l, R-1X, R-2, R-3,
R-4, R-5 and R-6 Residential Districts Requirements,
Identification
or Nameplate
Signs
One (1) per residence to assist with navigation.
Maximum sign area of two (2) square feet.
No sign permit is required.
Signs at
Neighborhood
Entrances
One (1) ground sign may be placed at entrances to a neighborhood by a
homeowners’ association, developer, or other person or entity with ownership or
control over the property; the number of the signs per neighborhood shall be
determined by the city, with consideration for the number of entrances to the
neighborhood.
Maximum sign area of 24 square feet.
Maximum height of six (6) feet.
Ground Signs
Each property with a residence may have one (1) ground sign, temporary or
permanent, without a permit. The maximum size is six (6) square feet. This sign
may be an on-premise sign or a sign containing only non-commercial speech.
There is no time limit for such a sign.
In addition, non-residential uses and licensed residential care facilities that are
allowed by the Zoning Ordinance, and manufactured home parks in R-6 zones,
may have one (1) ground sign with a maximum sign area of 50 square feet.
The maximum height of the sign shall be eight (8) feet.
Building Wall
Signs
Non-residential uses and licensed residential care facilities that are allowed by
the Zoning Ordinance, and manufactured home parks in R-6 zones, may have
one (1) wall sign on one (1) building, maximum 80 square feet.
Property
Setback No sign shall be closer than ten (10) feet to any lot line.
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(b) NB, Neighborhood Business Zoning District
Sign Type Single and Double Occupancy
Building Requirements
Multi-Occupancy Building
Requirements
Ground Signs
One (1) ground sign of any type
If a single building has three (3) or
more businesses, it must comply with
§ 1010.006(11) and shall be limited to
one (1) ground sign
Maximum sign area of 50 square feet. Maximum sign area of 100 square
feet.
Maximum sign height of 30 feet.
No closer than 50 feet to another ground sign.
Building Wall
Signs
Total wall sign area shall not exceed:
100 square feet or 10% of the building façade area, whichever is greater.
Wall signs are permitted on any façade
that is not directly adjacent to a
residential zone. For the purposes of this
section a road shall constitute a
separation of zones.
Sign for individual business only if
business has separate entrance.
Maximum sign size applies to that
tenant’s wall area and signs are
permitted only on a facade that is not
directly adjacent to a residential zone.
For purposes of this section a road
shall constitute a separation of zones.
No illuminated sign may face land zoned residential or guided residential by
comprehensive plan. For the purposes of this section a road shall constitute a
separation of zones.
No wall sign higher than parapet wall.
Property
setback No sign may be closer than five (5) feet to any lot line.
15
(c)LB, Limited Business Zoning District
Sign
Type
Single and Double Occupancy
Building Requirements
Multi-Occupancy Building
Requirements Motor Fuel Station Requirements
Ground
Signs
One (1) ground sign of any type
If single building has three (3)
or more businesses, it must
comply with § 1010.006(11)
and shall be limited to one (1)
ground sign of any type
One (1) ground sign per frontage,
which could be a pylon sign, meeting
the following requirements:
Maximum sign area of
80 square feet.
Maximum sign height of
45 feet height.
Maximum sign area of 50
square feet.
Maximum sign area of 100
square feet.
Maximum sign height of 30 feet.
Shall not be located closer than 50 feet
to another ground sign.
Building
Wall
Signs
Total wall sign area shall not exceed:
100 square feet or 10% of the building façade area, whichever is greater.
Wall signs are permitted on any
façade that is not directly
adjacent to a residential zone.
For the purposes of this section
a road shall constitute a
separation of zones.
Sign for individual business
only if business has separate
entrance. Maximum sign size
applies to that tenant’s wall
area and signs are permitted
only on a facade that is not
directly adjacent to a residential
zone. For purposes of this
section a road shall constitute a
separation of zones.
Canopy signs must comply with
conditional use permit requirements
in Zoning Ordinance.
No illuminated sign may face land zoned residential or guided residential by the comprehensive plan.
For the purposes of this section a road shall constitute a separation of zones.
No wall sign higher than parapet wall.
Property
setback No sign may be closer than five (5) feet to any property line.
16
(d)GB, General Business and PSP, Public Semi-Public Zoning Districts
Sign Type
Single and Double
Occupancy Building
Requirements
Multi-Occupancy Building
Requirements
Motor Fuel Station
Requirements
Ground
Signs
One (1) ground sign of
any type per parcel
If single building has three
(3)or more businesses, it
must comply with §
1010.006(11)
One (1) ground sign per frontage,
which could be a pylon sign,
meeting the following
requirements:
Maximum sign area of
80 square feet.
Ground signs may total two (2) square feet per frontage
foot up to a maximum sign area of 200 square feet. Maximum sign height of 45 feet.
Maximum sign height of 40 feet.
If between Town Center Parkway
and Apollo Drive near the
interchange of Interstate 35W and
Lake Drive or between 21st
Avenue North and Otter Lake Road
near the interchange of Interstate
35E and Main Street, one (1)
additional sign is allowed
consistent with the following
standards:
1. For a pylon sign:
a. Maximum sign area of 100
square feet.
b. Maximum sign height of 65
feet.
2. For a ground sign:
a.Maximum sign area of 32
square feet.. Maximum sign
area of 32 square feet.
b.Maximum sign height of 30
feet.
Shall not be located closer than
50 feet to another ground sign.
Building
Wall
Signs
Total wall sign area shall not exceed:
100 square feet or 10% of the building façade area, whichever is greater
Wall signs are permitted
on any façade that is not
directly adjacent to a
residential zone. For the
purposes of this section a
road shall constitute a
separation of zones.
Sign for individual business
only if business has separate
entrance. Maximum sign
size applies to that tenant’s
wall area and signs are
permitted only on a facade
that is not directly adjacent
to a residential zone. For
purposes of this section a
road shall constitute a
separation of zones.
Wall signs are permitted on any
façade that is not directly adjacent
to a residential zone. For the
purposes of this section a road
shall constitute a separation of
zones.
Canopy signs must comply with
conditional use permit
requirements in Zoning Ordinance.
No illuminated sign may face land zoned residential or guided residential by the comprehensive
plan. For the purposes of this section a road shall constitute a separation of zones.
17
(d)GB, General Business and PSP, Public Semi-Public Zoning Districts
Sign Type
Single and Double
Occupancy Building
Requirements
Multi-Occupancy Building
Requirements
Motor Fuel Station
Requirements
No wall sign higher than parapet wall.
Property
setback No sign may be closer than five (5) feet to any lot line.
18
(e)LI, Light Industrial, GI, General Industrial, and BC, Business Campus Zoning Districts
Sign Type Single and Double Occupancy
Buildings
Multi-Occupancy Building
Requirements
Ground Signs
Individual sign allowed only if business
is not part of integrated retail complex.
If single building has three (3) or more
businesses, it must comply with
§ 1010.006(11)
Ground signs of any type totaling two (2) square feet per frontage foot up to a
maximum sign area of 200 square feet.
Maximum sign height of 40 feet.
Shall not be closer than 50 feet to another ground sign.
Building Wall Sign
Total wall sign area shall not exceed:
100 square feet or 10% of the building façade area, whichever is greater
Wall signs are permitted on any façade
that is not directly adjacent to a
residential zone. For the purposes of this
section a road shall constitute a
separation of zones.
Sign for individual business only if
business has separate entrance. Maximum
sign size applies to that tenant’s wall area
and signs are permitted only on a facade
that is not directly adjacent to a residential
zone. For purposes of this section a road
shall constitute a separation of zones.
No illuminated sign may face land zoned residential or guided residential by the
comprehensive plan. For the purposes of this section a road shall constitute a
separation of zones.
No wall sign higher than parapet wall.
Property Setback No sign may be closer than five (5) feet to any lot line.
(2)In PUD, Planned Unit Development Districts, permanent signs are regulated according
to the standards for the corresponding land use and zoning category as stated in this
19
section, except that a sign plan with differing requirements may be approved by the
city.
§ 1010.009 SUBSTITUTION CLAUSE
The owner of any sign that is otherwise allowed by this sign chapter may substitute noncommercial
speech in lieu of any other commercial or noncommercial speech. This substitution of sign content
may be made without any additional approval or permitting. The purpose of this provision is to
prevent any inadvertent favoring of commercial speech over noncommercial speech or favoring of
any particular noncommercial message over any other noncommercial message. This provision
prevails over any more specific provision to the contrary.
§ 1010.010 SEVERABILITY
If any section, division, sentence, clause, or phrase of this sign chapter is, for any reason, held to
be invalid, the decision shall not affect the validity of the remaining portions of this sign chapter.
The City Council hereby declares that it would adopt the sign chapter in each section, division,
sentence, clause, or phrase thereof, irrespective of the fact that any one or more sections,
subsections, sentences, clauses, or phrases be declared invalid.
CITY OF LINO LAKES
RESOLUTION NO. 23-21
RESOLUTION APPROVING SUMMARY OF
ORDINANCE NO. 01-23 FOR PUBLICATION
WHEREAS, the City Council has approved the first and second readings of Ordinance No. 01-
23 amending City Code Chapter 1010: Signs; and
WHEREAS, Ordinance No. 01-23 is lengthy and Minn. Statute 412.191 provides for a city to
publish a summary of an ordinance; and
WHEREAS, the City Council determines that the summary clearly informs the public of the
intent and effect of the ordinance, and
WHEREAS, the publication in the official newspaper will include a notice that a full printed
copy of the ordinance is available at City Hall.
NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes
hereby approves the summary of Ordinance No. 01-23, attached as Exhibit A, for publication
according to State Law and City Charter.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_______________and was duly seconded by Council Member ________________ and upon
vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
Attachment 2: Resolution No. 23-21
EXHIBIT A
CITY OF LINO LAKES
SUMMARY OF ORDINANCE NO. 01-23
AMENDING CITY CODE CHAPTER 1010: SIGNS
The City Council of Lino Lakes ordains:
Section 1. The Lino Lakes City Code Chapter 1010: Signs is hereby repealed in its entirety and
replaced as follows:
Section
1010.001 Purpose, intent and findings
1010.002 Definitions
1010.003 Administration and enforcement
1010.004 Non-conforming Signs
1010.005 Prohibited Signs
1010.006 General regulations applicable to all zoning districts
1010.007 Temporary Signs
1010.008 Zoning district regulations
1010.009 Substitution Clause
1010.010 Severability
Section 2. Effective Date. This Ordinance shall be effective from and after its passage and
publication according to the Lino Lakes City Charter.
Passed by the Lino Lakes City Council on March 27, 2023.
This is a summary of the adopted ordinance. A full printed copy of the ordinance is available at
City Hall or on the City’s website at https://linolakes.us/163/City-Code-Zoning-Ordinances.
1
CITY COUNCIL
AGENDA ITEM 6B
STAFF ORIGINATOR: Katie Larsen, City Planner
MEETING DATE: March 27, 2023
TOPIC: Centennial Middle School Tennis Court Relocation and Parking
Lot Addition
i. Consider Resolution No. 23-25 Approving Conditional
Use Permit for Schools
ii. Consider Resolution No. 23-26 Approving Site
Improvement Performance Agreement
iii. Consider Resolution No. 23-27 Approving Maintenance
Agreement for Stormwater Management Facilities
VOTE REQUIRED: 3/5
INTRODUCTION
Staff is requesting City Council consideration for the above noted resolutions.
Review Deadline:
Complete Application Date: February 13, 2023
60-Day Review Deadline: April 14, 2023
120-Day Review Deadline: June 13, 2023
Environmental Board Meeting: February 22, 2023
Park Board Meeting: N/A
Planning & Zoning Board Meeting: March 8, 2023
Tentative City Council Work Session: March 27, 2023
Tentative City Council Meeting: March 27, 2023
BACKGROUND
Centennial Middle School is located at 399 Elm Street. The applicant is proposing to relocate
the tennis court and a parking lot. The property is zoned PSP, Public and Semi-Public and
allows for schools (public and private) with a conditional use permit. Any change involving a
structural alteration requires an amendment to the conditional use permit.
The Land Use Application is for the following:
2
• Conditional Use Permit Amendment
• Site and Building Plan Review
This staff report is based on the followings plan sets:
• Boundary Survey prepared by Sunde Land Surveying dated February 9, 2023
• Civil Plan Set prepared by Larson Engineering, Inc. dated March 14, 2023
• Parking Lot Cross Section of Parking Lot prepared by Larson Engineering, Inc. dated
March 14, 2023
• Stormwater Calculations prepared by Larson Engineering, Inc. revised March 20, 2023
• Geotechnical Evaluation Report prepared by Braun Intertec dated December 22, 2022
This Council staff report provides edits to the March 8, 2022 Planning & Zoning staff report.
Changes are either narratively described or shown as strikethrough (deletions) or underline
(additions).
ANALYSIS
Background
The Centennial Middle School was constructed in 1997. The project will include the
construction of a new parking lot at the location of the existing tennis courts on the south side
of the school. Eight (8) new tennis courts will be constructed in the existing parking lot located
southeast of the school. The tennis courts will also be striped for pickleball. A stormwater
management basin will be constructed on the west side of the new parking lot.
Existing Site Conditions
The existing site contains the Centennial Middle School, Blue Heron Elementary School and
associated parking lot and athletic fields.
Per the Geotechnical Evaluation Report prepared by Braun Intertec, dated December 22, 2022,
native soils in the area consist of very fine-to medium-grained sand. Groundwater was not
observed at 11 foot boring depths.
Zoning and Land Use
The property is zoned PSP, Public and Semi-Public and allows for schools with a conditional
use permit.
Current Zoning PSP, Public and Semi-Public
Current Land Use Public School
Future Land Use per CP Civic/Institutional
Utility Staging Area 1A=2018-2025
3
Surrounding Zoning and Land Use
Direction Zoning Current Land Use Future Land Use
North LI, Light
Industrial Industrial Industrial
East LI, Light
Industrial Industrial and School Industrial and School
South
R-1, Single
Family
Residential
Single Family Residential Single Family
Residential
West
R-1, Single
Family
Residential
School Low Density
Residential
Site and Building Plan Review
Site Plan
Per the applicant’s narrative dated February 13, 2023:
This project will consist of work in two areas at the middle school site. The first area, is the
existing tennis courts, located on the south side of the school, that are currently in poor
condition and due for replacement. The existing 8 tennis courts will be demoed and the area
will be converted to a parking lot. The parking lot addition, will consist of 134 parking stalls,
surrounding landscaping, and a stormwater infiltration basin located on the west side of the
parking lot. The proposed parking lot will provide better use of parking area on the site and
closer access to the athletic fields.
The second area, is a portion of the existing parking lot (129 parking stalls), located on the east
side of the school. This parking lot doesn’t get used much due to the location from the school
and athletic fields. The existing parking lot will be demoed and the area will be converted to
tennis courts. The new tennis courts will be 2 sets of 4 courts with a 13’ wide walkway between
them.
Existing tennis court count = 8
Proposed tennis court count = 8
Existing parking stalls (parking lot being removed) = 129
Proposed parking stalls (parking lot addition) = 134
Overall, the proposed tennis courts and parking lot meets performance standard requirements
with minor revisions required.
4
Lot Size & Setbacks
PSP
Requirements
New
Tennis Courta
New
Parking Lot
Min. Lot Size 1 acre 80 acres 80 acres
Min. Lot Width
-Interior Lot 100 ft 500+ ft 500+ ft
-Corner Lot NA NA NA
Setbacks
-From Street Right-of-Way
--Localb (Elm St) or
Minor Collector Street 50 ft 340 ft NA
--Major Collector or
Arterial Street 50 ft NA NA
--Parking Lot 15 ft NA 250 ft
-Rear Lot Line of
Adjacent Residential Lots
--Principal 30 ft NA NA
--Accessory (tennis court) 10 ft NA NA
--Parking Lot 10 ft NA 47 ft
-Side Lot Line (west)c
--Principal 10 ft NA NA
--Accessory (tennis court) 20 ft 2,225ft NA
--Parking Lot 5 ft NA 980 ft
-Side Lot Line (east)c
--Principal 10 ft NA NA
--Accessory (tennis court) 20 ft 40 ft NA
--Parking Lot 5 ft NA 600+ ft
a For the purpose of measuring setbacks, the tennis court is considered to be an accessory use.
b4th Avenue was vacated in 1997
c Conditional Use Permits for schools require the side yard setback to be doubled.
Architectural Plans and Exterior Building Materials
There are no principal buildings proposed with the project.
5
Outdoor Lighting
City Code Section 1007.043(6) details requirements for Outdoor Lighting.
Four (4) light poles with downlit hoods are proposed for the new parking lot. They are 27ft in
height which is less than the 30ft maximum allowed. The photometric plan shows 0.1 foot
candle compliance at the adjacent residential rear lot lines. This is less than the allowed 0.4
foot candle. Lighting performance standards are met.
One (1) new light pole and three (3) existing light poles are proposed for the new tennis courts.
They are 27ft in height which is less than the 30 ft maximum allowed. The photometric plan
shows 0.4 foot candle compliance at the east lot line. This is equal to the allowed 0.4 foot
candle. Lighting performance standards are met.
Off-Street Parking Requirements
The existing parking lot has 129 stalls. The new parking lot has 134 stalls. Existing trail will be
reconstructed near the new parking lot. Off-street parking requirements are met.
Grading Plan and Stormwater Management
Per the City Engineer’s Memo dated March 1 March 22, 2023:
Stormwater from the existing tennis court area drains to the east and west of edges of the
existing tennis courts. Stormwater from the existing parking lot area drains to storm sewer
located in the northeast and southeast corners of the parking lot. The stormwater from both
areas ultimately drains through the 399 Elm Street site through private storm sewer to the
public pond.
The project is proposed to rehabilitate approximately 1.89 acres of impervious surface and add
new or reconstruct approximately 0.57 acres on the impervious area, according to the
Stormwater Management Report. The surface water from proposed improvements will still
ultimately flow to the existing pond, but the applicant is proposing to treat stormwater at the
proposed parking lot site through an infiltration basin. The proposed tennis courts include a
draintile system that outlets to existing private storm sewer.
A geotechnical evaluation report prepared by Braun Intertec was submitted with the
application. The report included soil borings which indicated that the native soils in the area
consist of very-fine to medium-grained sand and is locally silt-rich. Groundwater was not
observed in the borings.
The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the
storm sewer and infiltration basin. The proposed improvements are designed to reduce site
runoff rates for the 2-, 10-, and 100-year rainfall events. Runoff rates for the 10-day snow melt
event were not provided at this time and are not required as basin outlets are below the 100-
year HWL.
6
Pre- and Post- Development Discharge Rates (cfs)
Condition 2-Year 10-Year 100-Year 10-Day
Snowmelt
Existing 9.49 15.82 32.09 Not provided
Proposed 8.00 12.87 28.64 Not provided
Additional engineering comments and revisions are provided in their memo.
Public Utilities
The tennis court and parking lot do not require municipal water or sanitary sewer utilities.
Tree Preservation and Mitigation Standards
The Environmental Coordinator’s Memo dated March 1, 2023 addresses tree preservation and
landscaping.
All tree removals planned for this project are within the basic use area. A survey, tree
preservation plan, and mitigation plan will not be required for this project.
Open Areas Landscape Standards
The open space for this project is the approximately 4,000 sq.ft. in and around the stormwater
infiltration basin west of the proposed parking lot. This would require 2 large trees and 4 large
shrubs. There are shrubs and trees provided along the fence to the south of the parking lot that
exceed the requirements for screen planting. The additional plants along the fence will satisfy
the open space planting requirements.
Open space planting requirements have been met.
Buffer and Screen Standards
A 6 foot fence with trees and shrubs is proposed to provide continuous, year-round screening
between the parking lot and the residential lots to the south.
Buffer and screen standards have been met.
Canopy Cover
Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values
are calculated per tree based on the anticipated size, 15 years after planting, and the distance to
hardscape edge from the planting location.
Vehicular hardscape planned: 42,662 sq. ft.
Canopy cover requirement: 17,064 sq. ft.
7
Canopy cover provided: 17,125 sq. ft.
Canopy cover requirements have been met.
Foundation Landscaping
The foundation landscape requirements are not applicable for this project.
Sod and Ground Cover Standards
The site will be seeded with Mn DOT 25-131, a low maintenance fescue mix, and Mn DOT 33-
261, a native plant mix for use in stormwater ponds. The seed mix types are appropriate for the
site.
Note that the city native plant establishment requirements will be in effect for the areas
receiving native seed.
The sod and ground cover standards have been met.
Signage
No new signage is proposed.
Impervious Surface Coverage
The PSP, Public and Semi-Public zoning district allows for 65% impervious surface coverage.
The proposed impervious surface is 2.7 acres of the 80 acre site which is 3%. Impervious
surface coverage is met.
Traffic Study
A traffic study is not required. Elm Street is a local road and is capable of handling the additional
traffic volume generated by the five (5) additional parking spaces.
Public Land Dedication
Park land dedication or fees in lieu are not required. This is an existing lot of record and not
being subdivided.
Environmental Review
The project does not warrant an environmental assessment worksheet or environmental impact
statement.
Wetlands
There are no wetlands located on site.
8
Shoreland District
The property is not located within the Shoreland District.
Floodplain
There are no floodplains located on site.
Comprehensive Plan
Resource Management System
The Resource Management System Plan goal of preserving surface water quality is supported
by the construction of stormwater management BMP’s such as curb, gutter and infiltration
basins.
Land Use Plan
The Comprehensive Plan guides this property for civic use. The proposed tennis court and
parking lot reconstruction are consistent with civic (school) land use.
Housing Plan
The goals and policies of Housing Plan are not negatively impacted by the proposed project. A
6 feet high privacy fence with landscaping is provided between the parking lot and the adjacent
rear residential lot lines.
Transportation Plan
Goals of the Transportation Plan are to ensure that street and roads are as safe as possible. Elm
Street is a local road and is capable of handling the additional traffic volume generated by the
five (5) additional parking spaces.
Sanitary Sewer and Water Supply Plan
The tennis court and parking lot do not require municipal water or sanitary sewer utilities.
Additional City and Government Agency Review Comments
Anoka County Highway Department
Elm Street is a local road. Anoka County Highway Department did not need to review.
Public Safety Comments
The Fire and Police Divisions reviewed the plans and had no issues that needed to be
addressed.
9
Environmental Coordinator
The Environmental Coordinator reviewed the project and recommended approval with
conditions. Those conditions are summarized in the Environmental Memo dated March 1,
2023. Those conditions have been addressed.
Planning & Zoning Board
The Planning & Zoning Board held a public hearing on March 8, 2023. There were public
comments from two (2) residents (301 Elm Street and 321 Elm Street). They expressed the
following concerns:
• Parking lot lights create light pollution
• Stormwater contaminating private wells
• Additional noise from snow plowing and garbage haulers
The Board recommended approval with a 5-0 vote with a condition the parking lot lights be
turned off late at night.
After the meeting, staff asked for Public Safety input regarding the parking lot lights. Public
Safety recommends the lights stay on at night. They could be dimmed but dark, unlit parking
lots pose a safety concern. It should be noted the light poles are 27ft tall and downlit and meet
all performance standards. The poles are 100+ ft from the residential rear lot lines and 230+ft
from the houses. Trees with 30-40ft tall canopies also exist in between the lights and houses.
See Attachment 2: Parking Lot Cross Section. There are also existing light poles along the
driveway that are closer to the existing houses as well as the athletic field lights.
Agreements
Site Improvement Performance Agreement
A Site Improvement Performance Agreement is required as detailed in Resolution No. 23-26.
Stormwater Maintenance Agreement
A Maintenance Agreement for Stormwater Management Facilities is required as detailed in
Resolution No. 23-27.
Findings of Fact
Council Resolution No. 23-25 details the findings of fact for the conditional use permit
amendment.
RECOMMENDATION
Staff recommends approval of the conditional use permit amendment, Site Improvement
Performance Agreement and Maintenance Agreement for Stormwater Facilities for Centennial
Middle School Tennis Court Relocation and Parking Lot Addition subject to the conditions
10
detailed in Resolution No. 23-25. Public Safety and staff recommend the parking lot lights stay
on at night but may be dimmed.
ATTACHMENTS
1. Civil Plan Set prepared by Larson Engineering, Inc. dated March 14, 2023
2. Cross Section of Parking Lot prepared by Larson Engineering, Inc. dated March 14, 2023
3. City Engineer Memo dated March 22, 2023
4. Resolution No. 23-25
5. Resolution No. 23-26
6. Site Improvement Performance Agreement
7. Resolution No. 23-27
8. Maintenance Agreement for Stormwater Management Facilities
PROJECT:CENTENNIAL MIDDLE SCHOOL - I.S.D. #12TENNIS COURT RELOCATION AND PARKING LOT ADDITIONCENTENNIAL PUBLIC SCHOOLS4707 NORTH ROADCIRCLE PINES, MN 55014VICINITY MAPPROJECT CONTACTSCivil Engineer:Justin Nielsen, P.E.Larson Engineering, Inc.3524 Labore RoadWhite Bear Lake, MN 55110Tel: 651.481.91203524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 T.dwgCENTENNIALSCHOOL DISTRICT 12Centennial Middle School399 Elm StreetLino Lakes, MN 55014Electrical Engineer:Jeffrey A. Blake, P.E.JB Electrical Design, P.C.6885 Sycamore Lane N.Suite 210Maple Grove, MN 55369Tel: 763.486.0965TC100C101C200C201C300C301C400C401C500C501C502C503C600C601E001E101E102E103Title SheetTennis Court Relocation - Demolition PlanParking Lot Addition - Demolition PlanTennis Court Relocation - Paving PlanParking Lot Addition - Paving PlanTennis Court Relocation - Grading and Erosion Control PlanParking Lot Addition - Grading and Erosion Control PlanTennis Court Relocation - Utility PlanParking Lot Addition - Utility PlanDetailsDetailsDetailsDetailsTennis Court Relocation - Landscape PLanParking Lot Addition - Landscape PlanElectrical Symbols LegendExisting Tennis Court Area / New Parking Lot - ElectricalExisting East Parking Lot / New Tennis Courts - ElectricalNew Parking Lot and Tennis Courts - PhotometricsINDEX OF DRAWINGSCALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE: 1-800-252-1166651-454-0002Gopher State One CallTITLE SHEETTGeotechnical Engineer:Steven B. Martin, P.E.Braun Intertec Corporation1826 Buerkle RoadSt. Paul, MN 55110Tel: 651.487.7026Land Surveyor:Arlee J. Carlson P.L.S.Sunde Land Surveying9001 East Bloomington FreewaySuite 118Bloomington, MN 55420Tel: 952.881.2455Attachment 1: Civil Plan Set
111111122222222222567777793524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C100-C101 - Demo.dwgDEMOLITION NOTES1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessaryutility demolitions and relocations from existing utility locations to all onsiteamenities and buildings. These connections include, but are not limited to,water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractor shallretain the services of a private utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.6.Contractor to note that any tree removals may be impacted by the Fish &Wildlife Service classification of the northern long-eared bat as endangered.This classification may require that tree removal within the project area nottake place until after the new NLEB determination key is used to determine iffurther coordination with the USFWS is required. The new NLEBdetermination key is expected to be released in early 2023.7.Install tree protection per detail 1/C503 as needed.C100TENNIS COURTRELOCATIONDEMOLITION PLANRECLAIM EXISTING BITUMINOUSPAVEMENT SECTION(TO A DEPTH OF 8")REMOVE AND DISPOSE OF EXISTINGCONCRETE PAVEMENT SECTIONSYMBOL LEGENDKEY NOTESREMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER.REMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS.REMOVE AND DISPOSE OF EXISTING FENCE INCLUDING ALL FABRIC,POSTS, GATES, MOWSTRIPS, AND FOOTINGS.REMOVE AND DISPOSE OF EXISTING TENNIS NET POSTS ANDFOOTINGS.REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE AND/ORSTRUCTURE.REMOVE AND DISPOSE OF EXISTING MANHOLE CASTING ANDADJUSTMENT RINGS.REMOVE AND SALVAGE EXISTING LIGHT POLE. REMOVE ANDDISPOSE OF EXISTING CONCRETE BASE/FOOTING, AND RELATEDCONDUIT/WIRING. COORD. WITH ELECTRICAL.CLEAR AND GRUB AS NEEDED FOR CONSTRUCTION.BULKHEAD PIPE STUB OR FILL OPENING IN THE EXISTINGSTRUCTURE WITH BRICK AND MOTOR.12345678NOT TO SCALEKEY PLAN9
5511223333333333444444448883524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C100-C101 - Demo.dwgC101PARKING LOTADDITIONDEMOLITION PLANNOT TO SCALEKEY PLANDEMOLITION NOTES1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessaryutility demolitions and relocations from existing utility locations to all onsiteamenities and buildings. These connections include, but are not limited to,water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractor shallretain the services of a private utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.6.Contractor to note that any tree removals may be impacted by the Fish &Wildlife Service classification of the northern long-eared bat as endangered.This classification may require that tree removal within the project area nottake place until after the new NLEB determination key is used to determine iffurther coordination with the USFWS is required. The new NLEBdetermination key is expected to be released in early 2023.7.Install tree protection per detail 1/C503 as needed.RECLAIM EXISTING BITUMINOUSPAVEMENT SECTION(TO A DEPTH OF 8")REMOVE AND DISPOSE OF EXISTINGCONCRETE PAVEMENT SECTIONSYMBOL LEGENDKEY NOTESREMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER.REMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS.REMOVE AND DISPOSE OF EXISTING FENCE INCLUDING ALL FABRIC,POSTS, GATES, MOWSTRIPS, AND FOOTINGS.REMOVE AND DISPOSE OF EXISTING TENNIS NET POSTS ANDFOOTINGS.REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE AND/ORSTRUCTURE.REMOVE AND DISPOSE OF EXISTING MANHOLE CASTING ANDADJUSTMENT RINGS.REMOVE AND SALVAGE EXISTING LIGHT POLE. REMOVE ANDDISPOSE OF EXISTING CONCRETE BASE/FOOTING, AND RELATEDCONDUIT/WIRING. COORD. WITH ELECTRICAL.CLEAR AND GRUB AS NEEDED FOR CONSTRUCTION.BULKHEAD PIPE STUB OR FILL OPENING IN THE EXISTINGSTRUCTURE WITH BRICK AND MOTOR.123456789
13'8'(TYP. OF 4)(TYP. OF 4)(TYP. OF 4)(TYP. OF 4)6'1116678888991010111111111111151515113524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C200-C201 - Paving.dwgC200TENNIS COURTRELOCATIONPAVING PLANNOT TO SCALEKEY PLANSYMBOL LEGENDKEY NOTESKEY NOTESNEW BITUMINOUS PAVEMENT(OVER RECLAIMED AREA)SEE DETAIL 1/C500NEW BITUMINOUS PAVEMENTSEE DETAIL 2/C500NEW BITUMINOUS TRAILPAVEMENTSEE DETAIL 3/C500NEW CONCRETEPAVEMENTSEE DETAIL 6/C500SAWCUT CONTROL JOINTSEE DETAILS 4/C500 & 5/C500NEW LIGHT POLE,SEE ELECTRICAL PLAN1234567891011121314EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINEGENERALSETBACK LINE15PAVING NOTES1. ALL PARKING LOT STRIPING SHALL BE 4" WIDE.2. THE CONCRETE JOINTS ARE SHOWN ONLY FOR GENERALREFERENCE TO SIGNIFY CONCRETE PAVEMENT. ACTUALJOINTS SHALL BE CONSTRUCTED PER PROJECTSPECIFICATIONS.NEW B612 CURB AND GUTTER, SEE DETAIL 7/C500NEW SURMOUNTABLE CURB AND GUTTER, SEE DETAIL 8/C500NEW B612 CURB CUT, SEE DETAIL 9/C500NEW SURMOUNTABLE CURB CUT, SEE DETAIL 10/C500TRANSITION CURB FROM B612 TO SURMOUNTABLE OVER 5 FEETNEW DOUBLE SWING FENCE GATE, SEE DETAIL 2/C501NEW SINGLE SWING FENCE GATE, SEE DETAIL 11/C500NEW TENNIS COURT FENCE ACCESS, SEE DETAIL 12/C500NEW TENNIS COURT NET POST AND ANCHOR, SEE DETAIL 15/C500TENNIS COURT STRIPING AND PICKLEBALL STRIPING LAYOUT, SEE DETAILS 13/C500 & 14/C500NEW CHAIN-LINK FENCE, SEE DETAIL 1/C501NEW WOOD FENCE, SEE DETAIL 4/C501NEW ADA PARKING SIGN AND BOLLARD DETAIL, SEE DETAIL 7/C501TOUCH UP STRIPING FOR THE EXISTING CROSSWALKMATCH EXISTING PAVEMENT SECTIONPAINT NEW CROSSWALK USING 2' X 6' BLOCKS16
24'24'18'24'18'18'24'
18'9'9'18'9'18'24'24'(TYP.)(TYP.)
(TYP.)8'9.5'
8'19.9'19.8'8'TYPICAL OF 8(5 ADA PARKING STALL SIGN)(3 ACCESS AISLE SIGN)1111111222334451121212131214151515216163524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C200-C201 - Paving.dwgC201PARKING LOTADDITIONPAVING PLANSYMBOL LEGENDKEY NOTESKEY NOTESNEW BITUMINOUS PAVEMENT(OVER RECLAIMED AREA)SEE DETAIL 1/C500NEW BITUMINOUS PAVEMENTSEE DETAIL 2/C500NEW BITUMINOUS TRAILPAVEMENTSEE DETAIL 3/C500NEW CONCRETEPAVEMENTSEE DETAIL 6/C500SAWCUT CONTROL JOINTSEE DETAILS 4/C500 & 5/C500NEW LIGHT POLE,SEE ELECTRICAL PLANNEW B612 CURB AND GUTTER, SEE DETAIL 7/C500NEW SURMOUNTABLE CURB AND GUTTER, SEE DETAIL 8/C500NEW B612 CURB CUT, SEE DETAIL 9/C500NEW SURMOUNTABLE CURB CUT, SEE DETAIL 10/C500TRANSITION CURB FROM B612 TO SURMOUNTABLE OVER 5 FEETNEW DOUBLE SWING FENCE GATE, SEE DETAIL 2/C501NEW SINGLE SWING FENCE GATE, SEE DETAIL 11/C500NEW TENNIS COURT FENCE ACCESS, SEE DETAIL 12/C500NEW TENNIS COURT NET POST AND ANCHOR, SEE DETAIL 15/C500TENNIS COURT STRIPING AND PICKLEBALL STRIPING LAYOUT, SEE DETAILS 13/C500 & 14/C500NEW CHAIN-LINK FENCE, SEE DETAIL 1/C501NEW WOOD FENCE, SEE DETAIL 4/C501NEW ADA PARKING SIGN AND BOLLARD DETAIL, SEE DETAIL 7/C501TOUCH UP STRIPING FOR THE EXISTING CROSSWALKMATCH EXISTING PAVEMENT SECTIONPAINT NEW CROSSWALK USING 2' X 6' BLOCKS12345678910111213NOT TO SCALEKEY PLAN14EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINEGENERALSETBACK LINE15PAVING NOTES1. ALL PARKING LOT STRIPING SHALL BE 4" WIDE.2. THE CONCRETE JOINTS ARE SHOWN ONLY FOR GENERALREFERENCE TO SIGNIFY CONCRETE PAVEMENT. ACTUALJOINTS SHALL BE CONSTRUCTED PER PROJECTSPECIFICATIONS.16FURNISH AND INSTALL NEW FENCE WITH MAINTENANCE FREEMATERIALS (COMPOSITE LUMBER) IN LIEU OF NATURAL WOODMATERIALS. REFERENCING KEY NOTE #12.BID ALTERNATE -MAINTENANCE FREE WOOD FENCE
0.45%2.0%0.85%2.0%0.85%2.0%0.85%2.0%0.85%2.0%0.85%2.0%0.85%0.45%0.45%0.45%0.45%0.45%
0.45%0.45%905905905905905906904 904906904904903903.7 TC*903.2 GL*903.6 TC*903.1 GL*903.5 TC*903.0 GL*903.4 TC*902.9 GL*905.0 TC*904.5 GL*905.9 TC*905.4 GL*905.82 TC/GO904.00 C/B904.00 C/B904.54 C/B904.54 C/B905.73 C905.73 C906.27 C906.27 C905.90 TC905.40 GO906.05 TC905.55 GO903.87 B904.41 B904.41 C/B903.87 B906.30 TC905.80 GO906.30 TC905.80 GO43524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C300-C301 - Grading.dwgLEGEND1. See Sheet C301 for Erosion Control Notes.EROSION CONTROL NOTESGRADING NOTESTENNIS COURTRELOCATIONGRADING AND EROSIONCONTROL PLANC300PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:SEDIMENT LOG, SEE DETAIL 12/C501RIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTION, SEE DETAIL 11/C501CONCRETE WASHOUT STATION(LOCATE DURING CONSTRUCTION)KEY NOTESKEY NOTESRIP RAP AT CURB CUT, SEE DETAIL 9/C501RIP RAP AT RAIN GUARDIAN STRUCTURE, SEE DETAIL 2/C502INFILTRATION BASIN, SEE DETAIL 1/C502ROCK CONSTRUCTION ENTRANCE, SEE DETAIL 8/C501(EXACT LOCATION TO BE DETERMINED)12341. See Sheet C301 for Grading Notes.NOT TO SCALEKEY PLANTC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTCC - CURB CUTB - BITUMINOUSC - CONCRETEEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)TS - TOP OF STEPBS - BOTTOM OF STEP(*) - EXISTING TO BE VERIFIED
905905905905904906907908 907908906907906 906906906906906906908
902903904907903907906907906905.00 CC908.21 TC907.71 GL908.87 B908.09 B908.01 TC907.71 GL905.00 CC905.00 CC905.40 TC905.10 GL904.29 B904.39 B905.47 TC905.17 GL906.17 TC905.67 GL905.54 TC/GL905.17 TC/GL906.22 TC905.72 GL905.60 TC/GL905.21 TC/GL906.22 TC905.72 GL905.69 TC/GL905.37 TC/GL905.30 TC*904.80 GL*905.34 TC*904.84 GL*906.34 TC905.84 GL905.75 TC/GL905.37 TC/GL906.65 TC906.15 GL906.27 TC905.77 GL906.15 TC905.65 GO906.36 TC905.86 GL906.04 TC905.54 GO904.6 B*/EOF904.5 B*905.32 B905.29 B905.55 TC905.05 GL905.2 B905.72 B906.10 B905.60 TC905.10 GL906.10 TC905.60 GO906.41 TC905.91 GL905.81 TC905.31 GL906.10 TC905.60 GL906.30 TC*905.80 GL*905.90 TC*905.40 GL*904.6 C/B*904.72 B905.3 B/C*904.3 B*904.3 B*906.60 TC906.10 GLINFILTRATION BASIN 1100-YR HWL = 904.51BTM = 902.00906.68 TC/GL906.98 B907.36 TC906.89 GL907.36 B906.80 B905.80 B905.00 CC906.03 TC905.73 GL906.95 TC906.45 GL906.76 TC906.26 GO907.39 TC906.89 GL907.05 TC906.45 GO907.14 TC906.64 GL906.82 TC906.32 GO906.85 TC906.35 GL906.85 TC906.35 GL906.64 TC906.14 GO906.64 TC906.14 GO907.07 TC906.57 GL906.75 TC906.25 GO2% MAX SLOPE INADA PARKING AREA904.5 RIM*906905902905905FOR THE INFILTRATION BASIN BOTTOM,OVER-EXCAVATE APPROX. 1.7' - 2'TO REMOVE EXISTING TOPSOIL FILLMATERIAL. BACKFILL WITH A CLEAN,FREE DRAINING MATERIAL GRADEDACCORDING TO MEET MN/DOT 3149.2JSPECIFICATIONS.11223443524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C300-C301 - Grading.dwgLEGENDGRADING NOTESPARKING LOT ADDITIONGRADING AND EROSIONCONTROL PLANC3011. Owner and Contractor shall obtain MPCA-NPDES permit.Contractor shall be responsible for all fees pertaining to thispermit. The SWPPP shall be kept onsite at all times.2. Install temporary erosion control measures (inlet protection,silt fence, and rock construction entrances) prior tobeginning any excavation or demolition work at the site.3. Erosion control measures shown on the erosion control planare the absolute minimum. The contractor shall installtemporary earth dikes, sediment traps or basins, additionalsiltation fencing, and/or disk the soil parallel to the contoursas deemed necessary to further control erosion. Allchanges shall be recorded in the SWPPP.4. All construction site entrances shall be surfaced withcrushed rock across the entire width of the entrance andfrom the entrance to a point 50' into the construction zone.5. The toe of the silt fence shall be trenched in a minimum of6”. The trench backfill shall be compacted with a vibratoryplate compactor.6. All grading operations shall be conducted in a manner tominimize the potential for site erosion. Sediment controlpractices must be established on all down gradientperimeters before any up gradient land disturbing activitiesbegin.7. All exposed soil areas must be stabilized as soon aspossible to limit soil erosion but in no case later than 7 daysafter the construction activity in that portion of the site hastemporarily or permanently ceased. Temporary stockpileswithout significant silt, clay or organic components (e.g.,clean aggregate stockpiles, demolition concrete stockpiles,sand stockpiles) and the constructed base components ofroads, parking lots and similar surfaces are exempt from thisrequirement.8. All storm sewer catch basins not needed for site drainageduring construction shall be covered to prevent runoff fromentering the storm sewer system. Catch basins necessaryfor site drainage during construction shall be provided withinlet protection.9. In areas where concentrated flows occur (such as swalesand areas in front of storm catch basins and intakes) theerosion control facilities shall be backed by stabilizationstructure to protect those facilities from the concentratedflows.10. Inspect the construction site once every seven days duringactive construction and within 24 hours after a rainfall eventgreater than 0.5 inches in 24 hours. All inspections shall berecorded in the SWPPP.11. All BMPs must be repaired, replaced, or supplementedwhen they become nonfunctional or the sediment reaches1/3 of the capacity of the BMP. These repairs must bemade within 24 hours of discovery, or as soon as fieldconditions allow access. All repairs shall be recorded in theSWPPP.12. If sediment escapes the construction site, off-siteaccumulations of sediment must be removed in a mannerand at a frequency sufficient to minimize off-site impacts.13. All soils tracked onto pavement shall be removed daily.14. All infiltration areas must be inspected to ensure that nosediment from ongoing construction activity is reaching theinfiltration area and these areas are protected fromcompaction due to construction equipment driving acrossthe infiltration area.15. Temporary soil stockpiles must have silt fence or othereffective sediment controls, and cannot be placed in surfacewaters, including stormwater conveyances such as curb andgutter systems, or conduits and ditches unless there is abypass in place for the stormwater.16. Collected sediment, asphalt and concrete millings, floatingdebris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly andmust comply with MPCA disposal requirements.17. Oil, gasoline, paint and any hazardous substances must beproperly stored, including secondary containment, to preventspills, leaks or other discharge. Restricted access tostorage areas must be provided to prevent vandalism.Storage and disposal of hazardous waste must be incompliance with MPCA regulations.18. External washing of trucks and other construction vehiclesmust be limited to a defined area of the site. Runoff must becontained and waste properly disposed of. No enginedegreasing is allowed onsite.19. All liquid and solid wastes generated by concrete washoutoperations must be contained in a leak-proof containmentfacility or impermeable liner. A compacted clay liner thatdoes not allow washout liquids to enter ground water isconsidered an impermeable liner. The liquid and solidwastes must not contact the ground, and there must not berunoff from the concrete washout operations or areas.Liquid and solid wastes must be disposed of properly and incompliance with MPCA regulations. A sign must be installedadjacent to each washout facility to inform concreteequipment operators to utilize the proper facilities.20. Upon completion of the project and stabilization of all gradedareas, all temporary erosion control facilities (silt fences, haybales, etc.) shall be removed from the site.21. Contractor shall submit Notice of Termination forMPCA-NPDES permit within 30 days after FinalStabilization.EROSION CONTROL NOTESPROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:SEDIMENT LOGRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATION(LOCATE DURING CONSTRUCTION)KEY NOTESKEY NOTESRIP RAP AT CURB CUT, SEE DETAIL 9/C501RIP RAP AT RAIN GUARDIAN STRUCTURE, SEE DETAIL 2/C502INFILTRATION BASIN, SEE DETAIL 1/C502ROCK CONSTRUCTION ENTRANCE, SEE DETAIL 8/C501(EXACT LOCATION TO BE DETERMINED)12341. Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site. See detail 1/C503.2. All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3. Grades shown in paved areas represent finish elevation.4. Restore all disturbed areas with 4” of good quality topsoil and seed.5. All construction shall be performed in accordance with state and localstandard specifications for construction.6. Install erosion control blanket on all slopes 4:1 or greater. Seedetail 13/C501.7. Provide an as-built survey of the infiltration basin, showingcompliance with the project documents.NOT TO SCALEKEY PLANTC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTCC - CURB CUTB - BITUMINOUSC - CONCRETEEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)TS - TOP OF STEPBS - BOTTOM OF STEP(*) - EXISTING TO BE VERIFIED
20'20'DT INV = 899.68CONNECT TO EXISTINGSTRUCTURE, INV = 899.50DT INV = 901.04DT INV = 901.58DT INV = 901.04DT INV = 899.68CONNECT TO EXISTINGSTRUCTURE, INV = 899.50DT INV = 899.85DT INV = 900.02DT INV = 900.19DT INV = 900.36DT INV = 900.53DT INV = 900.70DT INV = 900.87DT INV = 899.85DT INV = 900.02DT INV = 900.19DT INV = 900.36DT INV = 900.53DT INV = 900.70DT INV = 900.87DT INV = 901.41DT INV = 901.24DT INV = 901.07DT INV = 900.90DT INV = 900.73DT INV = 900.56DT INV = 900.39DT INV = 900.22120 LF - 4" PERFORATED DRAIN TILE @ 0.45%160 LF - 4" NON-PERFORATEDDRAIN TILE @ 0.85%INSTALL NEW CASTING(NEENAH R-1642, TYPE B LID)AND ADJUSTMENT RINGS,RIM = 904.00120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%120 LF - 4" PERFORATED DRAIN TILE @ 0.45%18 LF - 4" NON-PERFORATEDDRAIN TILE @ 1.0%18 LF - 4" NON-PERFORATEDDRAIN TILE @ 1.0%160 LF - 4" NON-PERFORATEDDRAIN TILE @ 0.85%1(TYP.)(TYP.)3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C400-C401 - Utility.dwgCABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPELEGENDUTILITY NOTES1. It is the responsibility of the contractor to perform or coordinate all necessaryutility connections and relocations from existing utility locations to the proposedbuilding, as well as to all onsite amenities. These connections include but arenot limited to water, sanitary sewer, cable TV, telephone, gas, electric, sitelighting, etc.2. All service connections shall be performed in accordance with state and localstandard specifications for construction. Utility connections (sanitary sewer,watermain, and storm sewer) may require a permit from the City.3. The contractor shall verify the elevations at proposed connections to existingutilities prior to any demolition or excavation.4. The contractor shall notify all appropriate engineering departments and utilitycompanies 72 hours prior to construction. All necessary precautions shall bemade to avoid damage to existing utilities.5. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTMD3212 joint pressure test. Installation shall meet ASTM C2321.6. All RCP pipe shown on the plans shall be MN/DOT class 3.7. See Project Specifications for bedding requirements.8. A structure adjustment shall include removing and salvaging the existing castingassembly, removing existing concrete rings to the precast section. Install newrings and salvaged casting to proposed grades, cleaning casting flange bymechanical means to insure a sound surface and install an external chimneyseal from casting to precast section. Chimney seals shall be Infi-Shield Uni-Bandor an approved equal.9. Dewatering is the responsibility of the contractor, if required.TENNIS COURTRELOCATIONUTILITY PLANC400(*) - EXISTING INVERT TO BE VERIFIEDKEY NOTESKEY NOTESINSTALL NEW CASTING ON EXISTING STRUCTURE, SEE DETAIL 5/C501NEW STORM SEWER MANHOLE, SEE DETAIL 6/C501NEW RAIN GUARDIAN STRUCTURE, SEE DETAIL 4/C502NEW HDPE FLARED END SECTION, SEE DETAIL 10/C501NEW RCP FLARED END SECTION, SEE DETAIL 3/C50212345NOT TO SCALEKEY PLAN
905905905905904906907908 907908906907906 906906906906906906908
902903904907903907906907906906905902905905FES-1INV = 903.15STMH-1RIM = 905.00 INV = 902.91 (SE)INV = 901.47* (NE)CORE DRILL AND CONNECTTO EXISTING CBINV = 901.6010 LF - 12" HDPE @ 2.40%FES-2INV = 902.40RAIN GUARDIAN TURRETRIM = 905.00INV = 904.00RAIN GUARDIAN TURRETRIM = 905.00INV = 904.00STMH-2RIM = 905.50INV = 902.0040 LF - 12" RCP @ 1.00%20 LF - 12" HDPE @ 2.00%2334423524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C400-C401 - Utility.dwgCABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPELEGENDUTILITY NOTES1. See Sheet C400 for Utility Notes.PARKING LOTADDITIONUTILITY PLANC401(*) - EXISTING INVERT TO BE VERIFIEDKEY NOTESKEY NOTESINSTALL NEW CASTING ON EXISTING STRUCTURE, SEE DETAIL 5/C501NEW STORM SEWER MANHOLE, SEE DETAIL 6/C501NEW RAIN GUARDIAN STRUCTURE, SEE DETAIL 3/C502NEW HDPE FLARED END SECTION, SEE DETAIL 10/C5011234NOT TO SCALEKEY PLAN
3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C600-C601 - Landscape.dwgC600TENNIS COURTRELOCATIONLANDSCAPE PLANLANDSCAPING NOTES1. Landscape Contractor is responsible for coordination with other contractors toprotect the new improvements during landscape work activities. Report anydamage to the Construction Manager immediately.2. Plant size and species substitutions must be approved in writing prior toacceptance in the field.3. Landscape Contractor is responsible for ongoing maintenance of all newlyinstalled material until time of owner acceptance. Any acts of vandalism ordamage which may occur prior to owner acceptance shall be the responsibility ofthe contractor. Contractor shall provide the owner with a maintenance programincluding, but not limited to, pruning, fertilization and disease/pest control.4. Landscape Contractor shall provide the owner with a watering scheduleappropriate to the project site conditions and to plant material growthrequirements.5. Landscape Contractor shall guarantee newly planted material through onecalendar year from the date of written owner acceptance. Plants that exhibit morethan 10% die-back damage shall be replaced at no additional cost to the owner.The contractor shall also provide adequate tree wrap and deer/rodent protectionmeasures for the plantings during the warranty period.6. All trees not planted in landscaped areas shall have shredded hardwood mulchplaced around the tree at 4' diameter and 6" deep.7. Restore all disturbed turf areas with 4" of good quality topsoil and seed, asindicated. Topsoil shall not be placed in infiltration basin. For infiltration basin arearefer to detail 1/C502 for construction and restoration.SYMBOL LEGENDSEED, ALL DISTURBED AREAS (MNDOT MIX #25-131)TOTAL AREA: 9,977 SQUARE FEETNOT TO SCALEKEY PLAN
3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C600-C601 - Landscape.dwgC601PARKING LOTADDITIONLANDSCAPE PLANPARKING LOT LANDSCAPINGTOTAL PARKING = 134 STALLSCANOPY COVER :42,662 SF (VEHICLE HARDSCAPE) X 0.4= 17,064 SQUARE FEET (REQUIRED)INTERIOR ISLANDS (6 TREES @ 1200 SF)= 7,200 SQUARE FEETINTERIOR ISLANDS (2 TREES @ 950 SF)= 1,900 SQUARE FEETWITHIN 7' OF HARDSCAPE (11 TREES @ 600 SF) = 6,600 SQUARE FEETEXISTING 12+ DBH WITHIN 7' OF HARDSCAPE = 1,425 SQUARE FEETTOTAL PROVIDED= 17,125 SQUARE FEETLANDSCAPING NOTES1. Landscape Contractor is responsible for coordination with other contractors toprotect the new improvements during landscape work activities. Report anydamage to the Construction Manager immediately.2. Plant size and species substitutions must be approved in writing prior toacceptance in the field.3. Landscape Contractor is responsible for ongoing maintenance of all newlyinstalled material until time of owner acceptance. Any acts of vandalism ordamage which may occur prior to owner acceptance shall be the responsibility ofthe contractor. Contractor shall provide the owner with a maintenance programincluding, but not limited to, pruning, fertilization and disease/pest control.4. Landscape Contractor shall provide the owner with a watering scheduleappropriate to the project site conditions and to plant material growthrequirements.5. Landscape Contractor shall guarantee newly planted material through onecalendar year from the date of written owner acceptance. Plants that exhibit morethan 10% die-back damage shall be replaced at no additional cost to the owner.The contractor shall also provide adequate tree wrap and deer/rodent protectionmeasures for the plantings during the warranty period.6. All trees not planted in landscaped areas shall have shredded hardwood mulchplaced around the tree at 4' diameter and 6" deep.7. Restore all disturbed turf areas with 4" of good quality topsoil and seed, asindicated. Topsoil shall not be placed in infiltration basin. For infiltration basin arearefer to detail 1/C502 for construction and restoration.Sienna Glen MapleAcer x freemanii 'sienna' 2-1/2" Cal B & BTREE PLANTING SCHEDULECOMMON NAMEBOTANICAL NAMESIZE CONTAINERQTY10DECIDUOUS TREES-Autumn Blaze MapleAcer x freemanii 'jeffersred'2-1/2" Cal B & B5-B & BSwamp White Oak4-2-1/2" CalQuercus bicolorBlack Hills SprucePicea glauca densata6' Min. B & B8CONIFEROUS TREES-Highbush CranberryViburnum trilobumNo. 3 POTSHRUB PLANTING SCHEDULECOMMON NAMEBOTANICAL NAMESIZE CONTAINERQTY14-Isanti DogwoodCornus sericea 'Isanti' No. 3 POT14-NOT TO SCALETREE PLANTING DETAIL2C601EQUALS TWICE BALLDIAMETER12"MIN.18"MIN.OPTIONAL STAKINGMETHOD - 6' METALPOSTS AND RUBBERHOSE STRAPSHOSE LOOPS3 GUYS EACH OF10 GAUGE TWISTEDWIRE 120 DEGREESAPART AROUND TREECOLOREDFLAGS1 PER WIRETURNBUCKLE6" DEEP MULCH, HOLDBACK 2" FROM STEM.SOD24" STAKE TYP.PLACE PLANTINGMEDIUM SOILSFOLD BACKBURLAP ANDREMOVE ALLTIES &/ORWIRES FROMTOP OF BALLSCARIFY ALL SIDESAND BOTTOM OFEXCAVATED HOLEDECIDUOUS TREEAS PER SCHEDULECONIFEROUS TREEAS PER SCHEDULEPREPARE SOIL IN THE ENTIRE BED8" TO 12"CUT WEED BARRIER FABRICTHE MINIMUM NEEDED FORPLANTING.CONTAINER-GROWN PLANTWITH ROOTS PULLED OUT OF BALL -COMPLETLY REMOVE CONTAINER.BALLED AND BURLAPPED PLANT REFER ALSO TOSPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALLTIES &/OR WIRES FROM TOP OF BALL.FOLD BURLAP FROM TOP OFROOT BALL DOWN INTO GROUND;SET TOP OF BALL SLIGHTLYABOVE FINISH GRADE4" DEEP MULCH (DO NOTPUT MULCH AGAINSTTHE BASE OF THE PLANT)12" TO 18" (FORLARGER SHRUBROOT BALLS,MAKE DEPTHMIN. 4" DEEPERTHAN BALL)SCARIFY ALL FACES AND BOTTOM OFEXCAVATED HOLEPLACE PLANTING MEDIUM SOILSNOTES1. FOR CONTAINER-GROWN SHRUBS, USE FINGERS OR SMALLHAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYEROF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THATCIRCLE THE PERIMETER OF THE CONTAINER.2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZASPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALLAT RATES SPECIFIED BY THE MANUFACTURER.3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURINGTHE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS ASREQUIRED.4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BEPRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THEBARK.NOT TO SCALESHRUB PLANTING DETAIL1C601SYMBOL LEGENDSTORMWATER SEED MIX (MNDOT MIX #33-261)TOTAL AREA: 2,534 SQUARE FEETSEED, ALL DISTURBED AREAS (MNDOT MIX #25-131)TOTAL AREA: 26,531 SQUARE FEETNOT TO SCALEKEY PLAN
ELECTRICAL DRAWING INDEXE001ELECTRICAL SYMBOLS LEGENDE101 EXISTING TENNIS COURT AREA / NEW PARKING LOT - ELECTRICALE102 EXISTING EAST PARKING LOT / NEW TENNIS COURTS - ELECTRICALE103 NEW PARKING LOT AND TENNIS COURTS - PHOTOMETRICSUNDERGROUND ELECTRICAL CONDUITELECTRICAL SYMBOLS LEGENDJUNCTION BOXPOLE LIGHT, ARM MOUNTEDLIGHTINGPOWERPOLE LIGHT, TOP MOUNTEDDESCRIPTIONSYMBOLANNOTATIONSEE LIGHT FIXTURE SCHEDULEUPPER CASE LETTER INDICATES FIXTURE TYPELOWER CASE LETTER INDICATES CONTROLNUMBER INDICATES CIRCUITSHEET NOTESCALESHEET#TITLEDETAIL VIEWPORT TITLE#SHEET___SECTION CUTREVISION INDICATORCU COPPERKVA KILOVOLT-AMPEREKW KILOWATTLTS LIGHTSHEIGHTHTH HOTHD HEAVY DUTYGROUND FAULTGFIG GROUNDFUSEFE EMERGENCYELECTRICAL CONTRACTORECINTERRUPTING CURRENTCBIC CIRCUIT BREAKERCB CIRCUIT BREAKERCONDUITCAMPERE INTERRUPTING CURRENTABOVE FINISHED FLOORAVAILABLE FAULT CURRENTAMPERESAICAFFAFCANF NON-FUSEDMAIN SWITCHBOARDMSBWP WEATHERPROOFWIREWVA VOLT-AMPSV VOLTUNO UNLESS NOTED OTHERWISEUG UNDERGROUNDSES SERVICE ENTRANCE SECTIONP POLEPHASEPH, ØN3R NEMA 3RN1 NEMA 1N NEUTRALMOUNTINGMTGMFR MANUFACTURERMLO MAIN LUG ONLYMCB MAIN CIRCUIT BREAKEREX EXISTINGAL ALUMINUM EMT ELECTRICAL METALLIC TUBINGENT ELECTRICAL NON-METALLICCIRCUIT INTERRUPTERGFCIORRMC RIDGID METAL CONDUITABBREVIATIONS FOR ELECTRICALTUBINGAHJ AUTHORITY HAVING JURISDICTIONCD CANDELAAMP-FUSEAFNO.ABOVE COUNTERACWIRE GUARDWGHOMERUN - TEXT DESIGNATES PANEL AND CIRCUITNUMBERS. NUMBERS SEPARATED BY COMMAS INDICATESEPARATE BREAKERS. NUMBERS SEPARATED BY HYPHENINDICATE MULTI-POLE BREAKERS. CONDUCTORS SHALL BE#12 AWG IN A 3/4" CONDUIT UNLESS NOTED OTHERWISE.LONG HASH MARKS INDICATE NEUTRAL CONDUCTORS,SHORT HASH MARKS INDICATE NUMBER OF PHASECONDUCTORS. NO HASH MARKS INDICATE 3#12 IN A 3/4" C.PROVIDE A CODE-SIZED GROUND IN EACH CONDUIT.NOTES:LIGHT FIXTURE SCHEDULETYPEDESCRIPTIONMANUFACTURERCATALOG NUMBERVOLT/WLAMPSMOUNTING LOCATIONNOTES1.QTYTYPE1,2LITHONIA.DSX2 LED P2 40K T2S MVOLT SPA DDBXDMVOLT 185WPOLESITE..2. MCGRAW-EDISON GALLEON SERIES AND BEACON VIPER SERIES EQUIVALENT PRODUCTS ARE APPROVED FOR BIDDING.PROVIDE 5-INCH SQUARE, 25-FT STRAIGHT STEEL POLE RATED FOR 110 MPH WIND LOAD. PROVIDE VIBRATION DAMPENERS, ANCHOR BOLTS, AND BASE COVER. COLOR TO MATCH FIXTURE.SINGLE HEAD PARKING AREA POLELUMINAIRE, TYPE 2 DISTRIBUTIONDARK BRONZEAA224,127L LED4000K1,2LITHONIA.DSX2 LED P3 40K T5W MVOLT SPA DDBXDMVOLT 217WPOLESITE..SINGLE HEAD PARKING AREA POLELUMINAIRE, TYPE 5 DISTRIBUTIONDARK BRONZEAA529,144L LED4000KELECTRICAL SPECIFICATIONS260000 - GENERAL ELECTRICAL REQUIREMENTSA. General and supplementary conditions and Division 1 shall apply to all work specified herein.B. Scope of work: Complete all electrical work shown on these drawings and specified herein. Provide all equipment necessary to completethe work.C. The work indicated on these drawings and specifications consists of providing all labor, supervision, equipment, and materials necessaryfor and incidental to the installation of the complete electrical systems required by these drawings.D. Obtain and pay for all licenses and permits.E. The entire installation of the electrical systems shall be made in accordance with all ordinances, laws, regulations, and codes applicable tothe work involved. If, in any instance, the plans conflict with such codes, the code shall take preference. This does not relieve theContractor from complying with any requirements of the drawings that may be in excess of codes and not contrary to same. Applicablecodes include, but are not limited to, the following :1. National Electrical Code.2. Local codes with amendments.3. National Fire Protection Association (NFPA).4. International Building Code (IBC).5. International Fire Code (IFC).6. Life Safety Code NFPA 101.7. OSHA.F. The Contractor shall visit the site prior to submitting a bid to become familiar with the job conditions. No extra payment will be allowed foritems that could have been anticipated from a site visit.G. Jobsite Safety: This Contractor shall be solely responsible for the safety of their employees, personnel, and equipment throughoutconstruction and for both normal working hours and after hours. It is the responsibility of the Contractor to implement adequate safetymeasures and to enforce those measures.H. All material shall be new, free of defects, of the quality specified, and conform to NFPA, NEMA, UL, and ANSI standards in every casewhere such a standard has been established for the particular type of material.1. Equipment shall be listed by UL, ETL, or as approved by the Authority Having Jurisdiction.2. Equipment shall be seismic rated as required for the installation.I. Where the term "Provide" is used it shall mean to furnish and install complete ready for use.J. Shop drawing data shall include, but not be limited to: manufacturer, catalog number, and trade name; electrical characteristics andperformance data; dimensions; descriptive material; and other items as specified herein. Provide shop drawings as required by GeneralContractor.1. 260533: In-Ground Pullboxes.2. 265000: Light Fixtures and PolesK. This Contractor shall make provisions for delivery and safe storage of materials during all phases of construction. Equipment shall bestored in the same type of environment it is rated for.L. All work shall be neat, follow industry standards (NECA), and complete in both effectiveness and appearance. All work shall be executedby persons licensed and skilled in the trade.M. This Contractor shall guarantee all equipment, material, and workmanship for a period of one year from date of final certificate. Anydefects in electrical equipment, workmanship, or material that may appear to cause trouble of any kind shall be remedied at no cost to theOwner during guarantee period.N. The drawings indicate the extent and general layout of the electrical systems and are intended to be as accurate as planning candetermine at the scale shown for estimating purposes only. Field verification of dimensions, locations, and construction details is required.Review appropriate drawings, make field measurements and adjust work to suit the conditions encountered. Electrical drawings arediagrammatic but shall be followed closely as actual construction of other trades will permit.O. Coordinate work with building elements and other trades. Refer to Architectural, Structural, and Mechanical Drawings.P. This Contractor shall maintain one set of drawings at the job site to be used as a master copy for record drawings. All changes anddeviations shall be clearly marked and noted by colored pencil. These drawings shall be submitted to the Architect upon projectcompletion.Q. Cutting, fitting, and repairing which may be required for this work shall be done by skilled personnel. When cutting is required it shall bedone in a manner as to not weaken walls or floors. Concrete and masonry shall be cut with a diamond core-drill or concrete saw. Whenpatching is required, it shall be completed to match existing finishes.R. This Contractor shall be responsible for trenching, excavating, and backfilling as required for electrical work included in this project.Excavation shall be backfilled with appropriate material and thoroughly tamped. Provide all shoring and bracing necessary to performwork and as required for safety.S. This Contractor shall be responsible for replacing and/or repairing items damaged (i.e. streets, sidewalks, existing floors, finished areas,etc.) coincidental to work being performed.T. Seal all penetrations through walls and floors with appropriate sealant. Fire rated sealant shall be used to seal penetrations throughfire-rated walls/floors.U. Provide proper installation as required to comply with seismic zone and local requirements.V. Test all equipment installed for proper operation. Provide written verification of test results of various systems as required by inspectingauthorities and as specified herein.260519 - WIRE AND CABLEA. Conductors shall be annealed copper having a conductivity of not less than 98% of pure copper and shall be properly insulated for 600volt service. Insulation shall be type THHN/THWN or XHHW/XHHW-2.B. Conductors No. 10 AWG and smaller shall be solid. Conductors No. 8 AWG and larger shall be stranded.C. The minimum conductor size shall be No. 12 AWG, unless noted otherwise on drawings. Larger sizes shall be used as indicated ondrawings or as required by the NEC.D. Connectors shall be solderless, screw-on, pressure cable type, 600-volt, 105 degree C, with integral insulation skirt to completely coverthe wire strips.E. Installation: Pull all cables in a single conduit together. Splices and terminations shall be mechanically and electrically secure. Makesplices in outlet boxes or junction boxes only.260526 - GROUNDINGA. Provide a ground conductor in each raceway. Ground conductors shall be insulated copper with the same insulation type as otherconductors contained within the raceway. Provide ground bushing/clamps as required by Code .B. Ground systems in accordance with the NEC. Install a code-sized insulated grounding conductor in all raceways for power circuits .260533 - RACEWAYS AND BOXESA. EMT shall be galvanized on the outside and coated on the inside with a protective lubricant and interconnected with water-tightcompression ring type steel fittings. Set-screw fittings are acceptable indoors where not susceptible to water.B. Rigid Steel: Hot dipped galvanized and interconnected with watertight compression fittings.C. PVC Conduit: Schedule 40 heavy wall type, 90 degree C wire rated for exposed, encased, and underground applications. Interconnectwith solvent welded fittings.D. Liquid-tight flexible conduit: Galvanized with a PVC jacket with rain-tight compression ring type steel fitting. Use for motor connections.E. Application: Use appropriate raceway for the application and as required and/or allowed by Code. Use flexible conduit for final connectionto motors and equipment where equipment vibration is present.F. Install and support raceways in accordance with manufacturer's requirements and the NEC.G. Boxes: 4-inch square, 14 gauge galvanized steel with knockouts except for exterior locations. Exterior shall be weatherproof type,suitable for the application with or as shown on the drawings.H. Junction and pull boxes shall be code-gauge (or heavier if required for the application) galvanized sheet steel with screw type covers.Covers for flush junction boxes shall match surrounding device covers. Pull boxes installed in finished spaces shall be the flush-mounttype with trim, hinged door, and flush latch and lock. weather proof covers. Boxes shall be sized per Code.I. Equipment enclosures shall be sized appropriately for equipment it encloses and to comply with the NEC. Enclosures shall be asmanufactured by Hoffman or equivalent.265000 - LIGHT FIXTURESA. Fixtures indicated on fixture schedule indicate the type and quality of fixtures to be provided. Equivalent products by other manufacturersand fixture substitutions is only permitted based on Engineer approval.B. Electrical Contractor shall receive and install light fixtures indicated to be provided by Owner.C. Fixtures shall be installed per manufacturers recommendations and in compliance with applicable codes. Provide all necessaryaccessories including j-boxes, mounting screws, extra supports, etc. for a complete system.D. Provide poles as specified on the drawings. Poles shall be manufactured and installed to withstand wind loads for the area in whichinstalled or greater if noted on the Light Fixture Schedule.1. Poles shall be equipped with a handhole and ground lug.2. Provide anchor bolts and base covers for outdoor and site lighting. Anchor bolts shall be concealed and not visible after installation.E. Store and protect poles from damage. Inspect poles prior to installation for damage, flaws in paint, etc. Provide factory touch-up paint torepair scratches, etc. to original condition.F. Provide all equipment necessary to properly install light pole bases, light poles, and fixtures.K. If required be local jurisdiction of project, Contractor/Manufacturer shall provide pole base designed by a professional structural engineerlicensed in the state of project location. Pole base design shall be applicable to project location and comply with state and localrequirements.L. Clean all fixtures prior to final acceptance. Test all fixtures for proper operation. Replace defective fixtures.SKID RESISTANTSURFACE4 3/4" (121 mm) X4- 5/8" (117 mm)KNOCKOUTS (6)3/8-16 UNCSTAINLESS STEELHEX HEAD BOLTW/WASHER (2)PROVIDE BOX EXTENSIONAS REQUIREDCOVER1/2" X 4"PULL SLOTMOUSEHOLES(4) (102 mm) X 4" (102 mm)ELEC23 1/4"13 3/4"23 3/4"14 1/4"D11 3/4"21 1/4"25"15 1/2"A11 3/4"21 1/4"NOTE:BOX IS QUAZITE PG1324BBOR APPROVED EQUIVALENTCONTRACTORSET BY ELECTRICALFURNISHED ANDANCHOR BOLTSPVC CONDUITCONCRETE BASE24" ROUND24" MIN7'-0"PVC CONDUITELECTRICAL CONTRACTOR3/4" CHAMFER BYGRADE24"REINFORCEMENT BARS4#5 VERTICAL AND#4 HORIZONTAL 12" ONCENTER FOR ENTIRELENGTH OF BASEPROVIDE BASE COVERIN POSTGROUND LUGPOST LIGHT ANDBASE BY ECHANDHOLE25'-0"27'-0"5/8" x 10-FT COPPERGROUND RODLED FIXTUREFULLY CUTOFFNOTE:MATCH EXISTING BASEHEIGHT ABOVE GRADE ANDCHAMFERED EDGESDRAWING NUMBERCPROJECT # 2023-02DRAWN BYDATE 02-07-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONRO/JBMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJeffrey A. BlakeI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.41083CHECKED BYJABCENTENNIAL MIDDLE SCHOOL ISD #12
TENNIS COURT RELOCATION
AND PARKING LOT ADDITION
399 ELM STREET
LINO LAKES, MN 5501402/07/2023Design, P.C.ElectricalElectrical Consulting Engineers6885 Sycamore Ln N, Suite 210Maple Grove, MN 55369763.486.0965jeff@jbelectricaldesign.comJBED Proj. No. 2023-02c 2023 by JB Electrical Design, PCE001ELECTRICALSYMBOLS LEGENDNO SCALEE0011IN-GROUND PULLBOX DETAILNO SCALEE0012POLE BASE DETAIL
NO PARKINGNO PARKINGNO PARKING2231AA5(E)(E)(E)AA53444EXISTING UNDERGROUNDELECTRICNOTE:EXISTING LIGHTING CIRCUIT IS 277V FED FROMPANEL HA10(4) EXISTING HEADS AT 220W EACH = 880 W(4) NEW HEADS AT 220W EACH = 880 WTOTAL LOAD = 1,760W (6.4 AMPS)NEW LIGHTS TO BE CONTROLLED SAME ASEXISTINGEXISTING UNDERGROUNDELECTRICEXISTING UNDERGROUNDELECTRIC2#8, 1#8G1" C.2#8, 1#8G1" C.2#8, 1#8G1" C.2#8, 1#8G1" C.(E)(E)(E)1SHEET NOTESPROVIDE AN IN-GROUND HANDHOLE TO INTERCEPTEXISTING LIGHTING BRANCH CIRCUIT. FIELD COORDINATEBEST LOCATION TO ACCOMMODATE EXISTING CONDITIONSAND CONDUIT ROUTING TO NEW LIGHTING POLES.INSTALL EXISTING LIGHT POLE REMOVED FROM EASTPARKING LOT. PROVIDE NEW ANCHOR BOLTS ANDCONCRETE BASE.NEW LIGHT POLE. PROVIDE CONCRETE BASE.EXISTING LIGHT POLE TO REMAIN. ENSURE FIXTUREOPERATES PROPERLY WHEN CONSTRUCTION ISCOMPLETE.234NO PARKING
NO PARKINGNO PARKING
CENTENNIALMIDDLESCHOOLEXISTINGPANEL HG10AND RELAYCONTROLEXISTINGPANEL HA10AND RELAYCONTROLDRAWING NUMBERCPROJECT # 2023-02DRAWN BYDATE 02-07-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONRO/JBMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJeffrey A. BlakeI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.41083CHECKED BYJABCENTENNIAL MIDDLE SCHOOL ISD #12
TENNIS COURT RELOCATION
AND PARKING LOT ADDITION
399 ELM STREET
LINO LAKES, MN 5501402/07/2023Design, P.C.ElectricalElectrical Consulting Engineers6885 Sycamore Ln N, Suite 210Maple Grove, MN 55369763.486.0965jeff@jbelectricaldesign.comJBED Proj. No. 2023-02c 2023 by JB Electrical Design, PCE101EXISTING TENNISCOURT AREANEW PARKING LOTELECTRICAL1" = 20'-0"E1012NEW PARKING LOT PLAN - ELECTRICAL1" = 20'-0"E1011EXISTING TENNIS COURT AREA - ELECTRICAL DEMOLITIONNO SCALEE1010KEY PLAN
2(E)(E)(E)AA21NOTE:EXISTING CIRCUIT IS 277V FED FROM PANEL HG10(2) EXISTING HEADS AT 220W EACH = 880 W(1) NEW HEAD AT 220W EACH = 220 WTOTAL LOAD = 1,110W (4.0 AMPS)NEW LIGHT TO BE CONTROLLED SAME ASEXISTING11(E)(E)(E)2DEMOLITION NOTES1DISCONNECT LIGHT POLE AND CAREFULLY REMOVE SO LIGHTPOLE AND FIXTURE CAN BE REUSED AT NEW PARKING LOT.EXISTING CONDUIT TO BE REROUTED TO NEW POLE LOCATION.TRENCH WITHIN THIS AREA TO FIND THE EXISTING CONDUIT.REMOVE CONDUCTOR BACK TO LAST REMAINING POLE.21SHEET NOTESINTERCEPT EXISTING EXISTING CONDUIT AND EXTEND TONEW LIGHT POLE. PROVIDE NEW CONDUCTOR FROM LASTREMAINING LIGHT POLE IN CIRCUIT TO NEW POLE. FEEDERTO BE 2#10, 1#10G, 1" C.NEW LIGHT POLE. PROVIDE CONCRETE BASE. SEE DETAIL2/E001.2NO PARKINGNO PARKING
NO PARKINGCENTENNIALMIDDLESCHOOLEXISTINGPANEL HG10AND RELAYCONTROLEXISTINGPANEL HA10AND RELAYCONTROLDRAWING NUMBERCPROJECT # 2023-02DRAWN BYDATE 02-07-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONRO/JBMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJeffrey A. BlakeI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.41083CHECKED BYJABCENTENNIAL MIDDLE SCHOOL ISD #12
TENNIS COURT RELOCATION
AND PARKING LOT ADDITION
399 ELM STREET
LINO LAKES, MN 5501402/07/2023Design, P.C.ElectricalElectrical Consulting Engineers6885 Sycamore Ln N, Suite 210Maple Grove, MN 55369763.486.0965jeff@jbelectricaldesign.comJBED Proj. No. 2023-02c 2023 by JB Electrical Design, PCE102EXISTING EASTPARKING LOTNEW TENNIS COURTSELECTRICAL1" = 20'-0"E1012NEW TENNIS COURT PLAN - ELECTRICAL1" = 20'-0"E1021EXISTING EAST PARKING LOT - ELECTRICAL DEMOLITIONNO SCALEE1020KEY PLAN
NO PARKINGNO PARKINGNO PARKINGAA5(E)(E)AA51.51.4 1.2 1.0 0.9 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.4 1.4 1.21.8 1.7 1.6 1.3 1.1 1.0 1.0 1.1 1.1 1.2 1.3 1.4 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.1 1.1 1.2 1.4 1.6 1.7 1.8 1.72.2 2.1 2.0 1.6 1.2 1.0 1.1 1.2 1.3 1.5 1.6 1.7 1.7 1.6 1.4 1.3 1.3 1.4 1.4 1.3 1.3 1.4 1.5 1.7 1.7 1.6 1.5 1.3 1.2 1.2 1.4 1.7 2.0 2.1 2.2 2.03.1 2.6 2.2 1.7 1.2 1.0 1.1 1.3 1.5 1.7 2.0 2.1 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.4 1.5 1.6 1.8 2.0 2.1 2.0 1.7 1.5 1.3 1.3 1.4 1.8 2.3 2.5 3.1 2.63.2 2.8 2.3 1.7 1.2 1.1 1.2 1.4 1.7 2.0 2.2 2.3 2.2 2.1 1.9 1.6 1.5 1.4 1.4 1.5 1.6 1.9 2.1 2.2 2.3 2.2 2.0 1.7 1.4 1.3 1.4 1.8 2.3 2.6 3.2 3.13.3 2.8 2.3 1.7 1.2 1.1 1.2 1.5 1.8 2.1 2.3 2.1 2.2 2.3 2.0 1.7 1.5 1.5 1.5 1.5 1.7 2.0 2.2 2.2 2.1 2.3 2.1 1.9 1.5 1.4 1.5 1.8 2.3 2.7 3.3 4.33.3 2.8 2.2 1.7 1.2 1.1 1.2 1.5 1.9 2.1 2.3 2.1 2.2 2.2 2.0 1.7 1.5 1.5 1.5 1.5 1.7 2.0 2.3 2.2 2.1 2.3 2.2 1.9 1.5 1.4 1.5 1.9 2.3 2.7 3.34.43.1 2.7 2.3 1.7 1.2 1.0 1.2 1.4 1.7 2.0 2.2 2.3 2.3 2.1 1.9 1.6 1.5 1.5 1.5 1.5 1.6 1.9 2.1 2.2 2.3 2.2 2.0 1.8 1.5 1.3 1.4 1.8 2.3 2.7 3.2 3.23.0 2.6 2.2 1.7 1.2 1.1 1.1 1.3 1.5 1.8 2.0 2.1 2.1 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.5 1.7 1.9 2.1 2.1 2.0 1.8 1.6 1.4 1.3 1.5 1.9 2.4 2.6 3.2 2.62.1 2.1 1.9 1.5 1.2 1.1 1.1 1.2 1.3 1.5 1.7 1.8 1.8 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.8 1.8 1.7 1.6 1.4 1.3 1.3 1.5 1.8 2.1 2.2 2.3 2.11.8 1.7 1.5 1.3 1.1 1.0 1.1 1.1 1.2 1.3 1.4 1.5 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.5 1.4 1.3 1.3 1.2 1.3 1.4 1.6 1.8 1.9 2.0 1.81.4 1.3 1.2 1.0 0.9 0.9 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.6 1.7 1.7 1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.10.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.10.2 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.3 0.30.4 0.5 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.50.7 0.9 0.9 0.8 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 0.7(E)(E)(E)AA25.4 4.74.0 3.7 3.4 2.9 2.8 2.8 2.6 2.4 2.3 2.2 2.1 2.0 1.9 1.7 1.6 2.0 2.2 2.3 2.4 2.4 2.2 1.8 1.5 1.3 1.2 1.2 1.2 1.0 0.9 0.8 0.7 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.25.6 5.0 4.1 3.8 3.5 3.2 3.2 3.1 2.9 2.6 2.6 2.6 2.5 2.4 2.3 2.2 2.0 2.4 2.7 2.9 2.8 2.8 2.7 2.3 1.9 1.7 1.7 1.7 1.6 1.3 1.2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.25.0 3.9 3.0 2.4 2.0 1.5 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.03.4 3.4 3.0 2.2 1.8 1.4 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.02.7 2.8 2.5 2.2 1.8 1.4 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.02.2 2.2 2.3 1.9 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.01.4 1.4 1.5 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.8 0.8 0.8 0.8 0.8 0.6 0.5 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.01.1 1.1 1.1 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.01.8 1.9 1.8 1.6 1.3 1.0 0.8 0.7 0.5 0.4 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.02.5 2.5 2.4 2.1 1.7 1.3 1.1 0.9 0.7 0.6 0.2 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.03.2 3.1 2.8 2.2 1.9 1.6 1.2 1.1 1.0 1.0 0.5 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.03.9 3.5 3.0 2.5 2.0 1.7 1.4 1.1 1.2 1.4 1.2 1.2 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.15.0 4.3 3.6 3.2 3.0 3.0 3.0 2.8 2.9 2.8 2.6 2.8 2.5 2.2 2.0 1.6 1.2 0.8 0.7 0.5 0.33.5 3.6 3.5 3.2 3.0 2.8 2.8 2.9 3.1 3.2 2.7 2.8 2.6 2.2 1.91.71.3 1.0 0.8 0.6 0.43.0 3.2 2.9 2.9 2.8 2.7 2.7 2.6 2.5 2.8 2.5 2.3 2.2 1.91.7 1.51.2 0.9 0.8 0.5 0.42.4 2.7 2.6 2.4 2.1 2.2 2.0 2.0 1.9 1.9 1.81.71.61.41.2 1.2 0.9 0.8 0.6 0.4 0.41.61.71.91.7 1.5 1.5 1.41.3 1.2 1.21.11.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.31.1 1.11.21.1 1.11.0 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.20.9 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.11.2 1.3 1.3 1.2 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.11.9 2.1 1.91.71.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.12.5 2.6 2.4 2.1 1.6 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.03.3 3.2 2.8 2.2 1.8 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.03.8 3.4 2.8 2.2 1.81.41.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinParking LotIlluminanceFc1.644.40.82.055.50Pathway_TopIlluminanceFc2.025.60.210.1028.00South Property LineIlluminanceFc0.260.90.0N.A.N.A.Tennis Court 1_TopIlluminanceFc0.735.00.0N.A.N.A.Tennis Court 2_TopIlluminanceFc1.195.00.0N.A.N.A.DRAWING NUMBERCPROJECT # 2023-02DRAWN BYDATE 02-07-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONRO/JBMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJeffrey A. BlakeI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.41083CHECKED BYJABCENTENNIAL MIDDLE SCHOOL ISD #12
TENNIS COURT RELOCATION
AND PARKING LOT ADDITION
399 ELM STREET
LINO LAKES, MN 5501402/07/2023Design, P.C.ElectricalElectrical Consulting Engineers6885 Sycamore Ln N, Suite 210Maple Grove, MN 55369763.486.0965jeff@jbelectricaldesign.comJBED Proj. No. 2023-02c 2023 by JB Electrical Design, PCE103NEW PARKING LOTAND TENNIS COURTSPHOTOMETRICS1" = 20'-0"E1032NEW PARKING LOT PLAN - PHOTOMETRICS1" = 20'-0"E1031NEW TENNIS COURT AREA - PHOTOMETRIC
EXISTINGHOUSEPROPERTYLINE33'14'~78'~75'PROPOSED SCREENING PLANTINGSPROPOSED WOOD FENCEPARKING LOTEXISTING TREES/UNDERBRUSHEXISTING TREES/UNDERBRUSHLIGHT POLE TO PROPERTY LINE IS 108'PROPERTY LINE TO HOUSE IS ABOUT 153'3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C200-C201 - Paving.dwgEXHIBIT ACROSS SECTION OFPARKING LOTLOOKING WESTAASECTION A-AAttacj,emt 2" Cross Section of Parking Lot
178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum
To: Katie Larsen, Lino Lakes City Planner
From:Kelsey Gelhar PE, WSB
Diane Hankee PE, WSB, Lino Lakes City Engineer
Date: March 22, 2023
Re: 399 Elm Street (Centennial Middle School)
Plan Review
022290-000
WSB reviewed the site plans and supporting documents for the project located at 399 Elm Street
(Centennial Middle School) in Lino Lakes, MN, received February 10, 2023. Comments were
made on the following documents:
•Boundary, Location, Topographic and Utility Survey prepared by Sunde Land Surveying,
dated February 9, 2023, received February 10, 2023.
•Centennial Middle School – I.S.D. #12 Tennis Court Relocation and Parking Lot Addition
site plans prepared by Larson Engineering, Inc., dated March 14, 2023, received March
17, 2023.
•Centennial Middle School Tennis Court Relocation and Parking Lot Addition Stormwater
Calculations prepared by Larson Engineering, Inc., dated March 20, 2023, received
March 20, 2023.
•Geotechnical Evaluation Report – Centennial Middle School Pavement Improvements
prepared by Braun Intertec, dated December 22, 2022, received February 10, 2023.
The following review comments should be responded to in writing by the applicant.
Larson Engineering, Inc responses and comments from March 17, 2023, shown in red.
WSB does not have any new comments or responses to comments as of March 22, 2023.
Engineering
•General
The plans include converting existing tennis courts to a parking lot and converting an
existing parking lot to tennis courts. All of the work proposed is within the 399 Elm Street
(Centennial Middle School) property.
Comments:
1. (3/1/2023) Applicant to verify if the concrete walk area by the existing tennis
courts/proposed parking lot is being removed and replaced. It is shown as
the same hatch on all sheets.
(3/17/2023) The hatch in question represents existing concrete that is not to
be removed. More existing areas were hatched to illustrate this.
2.(3/1/2023) Applicant to verify if drain tile in the proposed tennis courts is low
enough to avoid conflicts with existing and rerouted electrical work.
Attachment 3: City Engineer Memo
Ms. Katie Larsen
03/22/2023
Page 2
399 Elm St (Centennial Middle School) Engineering Review
(3/17/2023) Drain tile should be below proposed electrical conduits and not
be an issue.
3.(3/1/2023) Contractor to note that any tree removals may be impacted by the
U.S. Fish & Wildlife Service classification of the northern long-eared bat as
endangered. This classification may require that tree removal within the
project area not take place until after the new NLEB determination key is
used to determine if further coordination with the USFWS is required. The
new NLEB determination key is expected to be released in early 2023.
(3/17/2023) A note has been added to the demolition plan, see demolition
note #6.
•Grading
The plans include grading for the proposed tennis courts, the proposed parking lot, and an
infiltration basin.
Comments:
1. (3/1/2023) Staff recommends that the swale grade on east side of proposed
parking lot is increased to 2%.
(3/17/2023) The slope of the swale was increased, see Sheet C301.
•Stormwater Management
Stormwater from the existing tennis court area drains to the east and west of edges of the
existing tennis courts. Stormwater from the existing parking lot area drains to storm sewer
located in the northeast and southeast corners of the parking lot. The stormwater from both
areas ultimately drains through the 399 Elm Street site through private storm sewer to the
public pond.
The project is proposed to rehabilitate approximately 1.89 acres of impervious surface and
add new or reconstruct approximately 0.57 acres on the impervious area, according to the
Stormwater Management Report. The surface water from proposed improvements will still
ultimately flow to the existing pond, but the applicant is proposing to treat stormwater at the
proposed parking lot site through an infiltration basin. The proposed tennis courts include a
draintile system that outlets to existing private storm sewer.
A geotechnical evaluation report prepared by Braun Intertec was submitted with the
application. The report included soil borings which indicated that the native soils in the area
consist of very-fine to medium-grained sand and is locally silt-rich. Groundwater was not
observed in the borings.
The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the
storm sewer and infiltration basin. The proposed improvements are designed to reduce site
runoff rates for the 2-, 10-, and 100-year rainfall events. Runoff rates for the 10-day snow
melt event were not provided at this time and are not required as basin outlets are below the
100-year HWL.
Pre- and Post- Development Discharge Rates (cfs)
Condition 2-Year 10-Year 100-Year 10-Day Snowmelt
Ms. Katie Larsen
03/22/2023
Page 3
399 Elm St (Centennial Middle School) Engineering Review
Existing 9.49 15.82 32.09 Not provided
Proposed 8.39 14.57 30.29 Not provided
Comments:
1.(3/1/2023) Staff recommends adding cleanouts to the tennis court drain tile
system.
(3/17/2023) Due to the fact that only clean ground water will be entering the
drain tile system. We do not see the need to include cleanouts.
2. (3/1/2023) For the pipe connection from FES-2 to the existing CB, applicant
to verify if they can feasibly core drill another 12” RC pipe into the structure
at that angle to the existing pipe. Based on pipe sizes and the acute angle,
the minimum structure diameter is 48”.
(3/17/2023) A second structure has been added to ensure feasible angles
entering the existing structure.
3.(3/1/2023) Applicant to add contours to utility sheets.
(3/17/2023) Contours have been added to Sheet C401.
4.(3/1/2023) Applicant to revise Pond 1 outlet pipe modeling in HydroCAD to
match proposed inverts in plans. Modeling the existing pipe to the
catchbasin in the bituminous trail is also recommended.
(3/17/2023) HydroCAD and plans are now matching. This catch basin has
been added to the modeled.
5.(3/1/2023) Applicant to revise HydroCAD modeling to not include exfiltration
in Pond 1.
(3/17/2023) Exfiltration has been removed.
6.(3/1/2023) Applicant to specify casting on STMH-1 structure.
(3/17/2023) Casting is specified on the detail. See details, 5/C501 and
6/C501.
7.(3/1/2023) Applicant to include silt fence around the infiltration basin surface
until final stabilization has been achieved to prevent sediment clogging of
basin.
(3/17/2023) Sediment log has been added to the bottom of the basin.
8.(3/1/2023) Applicant to include silt fence around FES-2 until final
stabilization has been achieved to prevent sediment loading into the storm
sewer network.
(3/17/2023) Sediment log has been added surrounding FES-2.
•Water Supply
There is an existing 8-inch diameter ductile iron pipe (DIP) watermain along 4th Avenue that
serves the school. No changes to the water system are proposed at this time.
WSB staff does not have any comments at this time.
•Sanitary Sewer
There is an existing 10-inch diameter polyvinyl chloride (PVC) sanitary sewer along 4th
Avenue that serves the school. No changes to the sanitary sewer system are proposed at
this time.
Ms. Katie Larsen
03/22/2023
Page 4
399 Elm St (Centennial Middle School) Engineering Review
WSB staff does not have any comments at this time.
• Transportation
The proposed improvements are completely within the 399 Elm Street (Centennial Middle
School) site and do not affect any public roadways or intersections. A traffic study is not
required. The proposed improvements are not anticipated to affect traffic volumes at the
site.
The proposed parking lot has two access points off of another parking area on the school
site. The entrances to the proposed parking lot and the drive lanes are all proposed to be
24-ft wide. All parking stalls are shown at 9 ft x 18 ft. The curb and gutter is proposed as a
B612 design along the north and west sides of the lot and a surmountable design along
the west and south sides of the lot. The parking lot has five handicap accessible stalls
proposed near the west entrance. A bituminous trail is proposed to be reconstructed and
realigned with the parking lot improvements. The existing parking lot has a total of 129
parking stalls and the proposed lot has 134 parking stalls.
New curb and gutter is proposed along the western edge of the proposed tennis court
area. Concrete sidewalk is proposed between the two court areas (four courts to the north
and four courts to the south). A bituminous trail is proposed to be reconstructed and
realigned with the tennis court improvements.
Comments:
1. (3/1/2023) Applicant to add ADA compliant pedestrian ramps where the
trails cross or enter driveways or drive lanes. Crosswalk markings should be
included per the City Planner’s comments.
(3/17/2023) The proposed grading for the trail, adjacent to the parking lot, is
ADA compliant. No truncated domes are proposed since these locations are
not within the public ROW. A crosswalk has been added where the trail
crosses the drive lanes.
2. (3/1/2023) Sheet C200 shows that the bituminous patching along the new
curb line by the proposed tennis courts is the same section as the
bituminous trail. Applicant to confirm if the trail section is to be used for this
area of parking lot pavement.
(3/17/2023) A note has been added to paving plan to match existing
pavement section.
• Wetlands and Mitigation Plan
There are no existing wetlands near the areas of construction. There are wetlands near
the pond where the stormwater from the site ultimately drains.
• Landscaping
The City’s Environmental Coordinator to review landscaping and provide in-depth
comments.
• Floodplain
Ms. Katie Larsen
03/22/2023
Page 5
399 Elm St (Centennial Middle School) Engineering Review
There are no known existing floodplains on the 399 Elm Street (Centennial Middle School)
site.
•Drainage and Utility Easements
Both areas of work on located on the 399 Elm Street parcel (PID 18-31-22-44-0010). The
existing parcel is part of the Auditors Subdivision Number 54 plat. The survey does not
indicate any easements near the existing tennis court area (proposed parking lot area).
There is a public utility easement over 4th Avenue near the existing parking lot area
(proposed tennis court area).
The applicant is not proposing any changes to the plat at this time.
Comments:
1.(3/1/2023) Applicant to record drainage and utility easements around the
stormwater facilities. Easements shall extend 10-ft beyond the NWL per City
Code.
(3/17/2023) School staff will continue to work with city on getting the needed
easements for stormwater facilities.
•Development Agreement
A Site Performance Agreement will be required.
•Grading Agreement
Grading agreement not required.
•Stormwater Maintenance Agreement
The stormwater facilities will be privately maintained and a Declaration for Maintenance of
Stormwater Facilities will be required. RCWD and the City of Lino Lakes shall be parties to
the Declaration. The Declaration is to include the existing facilities on the entire school
property. City staff can help provide information on the existing facilities. Applicant and City
to coordinate with the Rice Creek Watershed District.
•Permits Required
1.NPDES General Construction Permit
(3/17/2023) Noted.
2.City of Lino Lakes Zoning Permit for Grading
(3/17/2023) Noted.
3.Rice Creek Watershed District Permit
(3/17/2023) Noted.
If you or the applicant have any questions regarding these comments, please contact Kelsey
Gelhar at 612.709.4897 or kgelhar@wsbeng.com. You may also contact Diane Hankee at
651.982.2430 or dhankee@linolakes.us.
1
CITY OF LINO LAKES
RESOLUTION NO. 23-25
APPROVING CENTENNIAL MIDDLE SCHOOL (399 ELM STREET)
CONDITIONAL USE PERMIT AMENDMENT FOR TENNIS COURT
RELOCATION AND PARKING LOT ADDITION
WHEREAS, the City received a land use application for a conditional use permit
amendment for tennis court relocation and parking lot addition and hereafter referred to
as “Development”; and
WHEREAS, the property is zoned PSP, Public and Semi-Public and allows for schools
(public and private) with a conditional use permit; and
WHEREAS, any change involving a structural alteration requires an amendment to the
conditional use permit; and
WHEREAS, the legal description of the property is provided on attached Exhibit A; and
WHEREAS, City staff has completed a review of the land use application based on the
following plans:
•Boundary Survey prepared by Sunde Land Surveying dated February 9, 2023
•Civil Plan Set prepared by Larson Engineering, Inc. dated March 14, 2023
•Parking Lot Cross Section of Parking Lot prepared by Larson Engineering, Inc.
dated March 14, 2023
•Stormwater Calculations prepared by Larson Engineering, Inc. revised March 20,
2023
•Geotechnical Evaluation Report prepared by Braun Intertec dated December 22,
2022; and
WHEREAS, a public hearing was held before the Planning & Zoning Board on March 8,
2023 and the Board recommended approval of the conditional use permit amendment
with a 5-0 vote.
NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino
Lakes hereby makes the following findings:
FINDINGS OF FACT
Per City Code Section 1007.016(3):
(e)The Planning and Zoning Board shall hold the public hearing and consider
possible adverse effects of the proposed conditional use. Its judgement shall be based upon,
but not limited to, the following factors:
Attachment 4: Resolution No. 23-25
2
1.The proposed development application has been found to be consistent
with the design standards listed in City Code Section 1007.020(4).
See below.
2.Will not involve uses, activities, processes, materials, equipment and
conditions of operation that will be detrimental to any persons, property, or the general
welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors.
The proposed tennis court and parking lot reconstruction will not involve activities
detrimental to any person, property, or the general welfare.
3.Will not result in the destruction, loss, or damage of a natural, scenic or
historic feature of major importance.
The proposed tennis court and parking lot reconstruction will not result in the destruction
of a natural, scenic, or historic feature of major importance.
Per City Code Section 1007.020:
(4)Performance Standards. Plans which fail to meet the following criteria shall not
be approved.
(a)The proposed development application must be consistent with the policies
and recommendations of the Lino Lakes Comprehensive Plan.
The proposed tennis court and parking lot reconstruction are consistent with the civic
(school) land use.
(b)The proposed development application is compatible with present and future
land uses of the area.
The proposed tennis court and parking lot reconstruction is compatible with present and
future land uses of the area. The facilities are already existing and are just being
relocated on site.
(c)The proposed development application conforms to performance standards
herein and other applicable City Codes.
The proposed tennis court and parking lot reconstruction conforms to City Code
performance standards with minor revisions as noted in this resolution.
(d)Traffic generated by a proposed development application is within the
capabilities of the City when:
3
1. If the existing level of service (LOS) outside of the proposed development
is A or B, traffic generated by a proposed development will not degrade
the level of service more than one grade.
2. If the existing LOS outside of the proposed development is C, traffic
generated by a proposed development will not degrade the level of service
below C.
3.If the existing LOS outside of the proposed development is D, traffic
generated by a proposed development will not degrade the level of service
below D.
4.The existing LOS must be D or better for all streets and intersections
providing access to the proposed development. If the existing level of
service is E or F, the developer must provide, as part of the proposed
project, improvements needed to ensure a level of service D or better.
5. Existing roads and intersections providing access to the proposed
development must have the structural capacity to accommodate projected
traffic from the proposed development or the developer will pay to correct
any structural deficiencies.
6. The traffic generated from a proposed development shall not require City
street improvements that are inconsistent with the Lino Lakes Capital
Improvement Plan. However, the City may, at its discretion, consider
developer-financed improvements to correct any street deficiencies.
7. The LOS requirements in paragraphs 1. to 4. above do not apply to the I-
35W/Lake Drive or I-35E/Main St. interchanges. At City discretion,
interchange impacts must be evaluated in conjunction with Anoka County
and the Minnesota Dept. of Transportation, and a plan must be prepared to
determine improvements needed to resolve deficiencies. This plan must
determine traffic generated by the proposed development project, how this
traffic contributes to the total traffic, and the time frame of the
improvements. The plan also must examine financing options, including
project contribution and cost sharing among other jurisdictions and other
properties that contribute to traffic at the interchange.
The proposed tennis court and parking lot reconstruction is within the capabilities of the
City. Elm Street is a local road and is capable of handling the additional traffic volume
generated by the five (5) additional parking spaces.
(e)The proposed development shall be served with adequate and safe water
supply.
4
The proposed tennis court and parking lot reconstruction does not require a water
supply.
(f)The proposed development shall be served with an adequate or safe sanitary
sewer system.
The proposed tennis court and parking lot reconstruction does not require sanitary
sewer.
(g)The proposed development shall not result in the premature expenditures of
City funds on capital improvements necessary to accommodate the proposed
development.
The proposed tennis court and parking lot reconstruction does not require City funds.
(h)Fire prevention and fighting equipment acceptable to the Board of Fire
Underwriters and City Council shall be readily available when any activity
involving the handling or storage of flammable or explosive materials is
carried on.
The proposed tennis court and parking lot reconstruction does not involve any activity
involving the handling or storage of flammable or explosive materials.
BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the
administrative requirements of a conditional use permit, the following specific
performance standards of City Code Section 1007.130(8) are also met:
(a)All schools (public and private) provided that:
1. Side yards shall be double that required for the district.
The side yard setbacks for the tennis courts and parking lot are more than doubled.
2. Adequate screening from abutting residential uses and landscaping is
provided in compliance with City Code Section 1007.043(17) of this
ordinance.
A six (6) foot high privacy fence with landscaping to the south of the new parking lot will
provide adequate screening from the residential lots.
3. Adequate off-street parking and access is provided on the site or on lots
directly abutting or directly across a public street or alley to the principal
use in compliance with City Code Section 1007.044 and that such parking
is adequately screened and landscaped from surrounding and abutting
residential uses in compliance with City Code Section 1007.043(17) this
ordinance.
5
The tennis courts and parking lots are existing facilities and are just being relocated.
Five (5) additional parking spaces are being added to provide adequate off-street
parking and access.
A six (6) foot high privacy fence with landscaping to the south of the new parking lot will
provide adequate screening from the residential lots.
4. Adequate off-street loading and service entrances are provided and
regulated where applicable by City Code Section 1007.045.
Off-street loading and service entrances currently exist and are not being reconstructed.
5. The provisions of City Code Section 1007.016 are considered and
determined to be satisfied.
The provisions of City Code Section 1007.016-Conditional Use Permits are satisfied.
BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby
approves the conditional use permit amendment for Centennial Middle School Tennis
Court Relocation and Parking Lot Addition subject to the following conditions:
1.A Site Improvement Performance Agreement and securities shall be executed.
2.A Maintenance Agreement for Stormwater Management Facilities shall be
executed.
3.A Permanent Drainage and Utility Easement with exhibit shall be executed and
recorded.
4.The parking lot lights in the new relocated parking lot shall remain on at night but
may be dimmed.
BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby
approves the conditional use permit amendment subject to the following requirements
being addressed prior to issuance of any permit:
1.All comments from the City Engineer Memo dated March 1, 2023 shall be
addressed.
2.City staff shall draft a Site Improvement Performance Agreement for Council
approval.
3.The applicant shall draft a Declaration for Maintenance of Stormwater Facilities
for staff review and approval.
4.The applicant shall draft a Permanent Drainage and Utility Easement with exhibit
for staff review and approval.
5. Recorded copies of the following documents shall be submitted to the City:
a. Permanent Drainage and Utility Easement
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council
6
Member_______________ and was duly seconded by Council Member
________________ and upon vote being taken thereon, the following voted in favor
thereof:
The following voted against same:
______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
7
EXHIBIT A
Legal Description
Legal Descripon
Independent School District No. 12
Centennial Middle School 1
LEGAL DISCRIPTION
For
Independent School District No. 12
Centennial Middle School
The North 290.50 feet of that part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township
31, Range 22, Anoka County, Minnesota described as follows: Beginning on the South line of said Southwest
Quarter of the Southeast Quarter at a point 603.44 feet East of the Southwest corner thereof; thence East, on
said South line, a distance of 100.00 feet; thence North, at a right angle, a distance of 208.56 feet; thence East,
at a right angle, a distance of 208.56 feet; thence North, at a right angle, a distance of 345.94 feet; thence
West, at a right angle, a distance of 308.56 feet; thence South, at a right angle, a distance of 554.50 feet to the
South line of said Southwest Quarter of the Southeast Quarter and said point of beginning.
and
The North 145.00 feet of that part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township
31, Range 22, Anoka County, Minnesota described as follows:
Beginning on the south line of said Quarter, Quarter at a point 483.44 feet East of the Southwest
corner thereof; thence North, at a right angle, 407.00 feet; thence East, at a right angle and parallel
with the South line of said Quarter, Quarter at a distance of 120.00 feet; thence North, at a right angle,
a distance of 147.50 feet; thence West, at a right angle and parallel with the South line of said Quarter,
Quarter; thence East, along the South line, to the point of beginning.
and
The North 290.50 feet of that part of the Southeast Quarter of Secon 18, Township 31, Range 22, Anoka
County, Minnesota described as follows:
Commencing at a point on the South line of said Southeast Quarter, said point is 1,128 feet East of the
Southwest corner of the said Southeast Quarter; thence North and parallel with the East line of said
Southeast Quarter, a distance of 264.00 feet to the point of beginning; thence connuing North,
parallel with said East line, to a point that is 554.50 feet North of the said South line; thence East and
parallel with said South line, a distance of 251.00 feet; thence South and parallel with the East line of
said Southeast Quarter, a distance of 290.50 feet; thence West and parallel with the South line of said
Southeast Quarter to the point of beginning.
and
The North 290.50 feet of that part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township
31, Range 22, Anoka County, Minnesota described as follows: Commencing at the Southwest corner of said
Southwest Quarter of the Southeast Quarter; thence East, on the South line of said Southwest Quarter of the
Southeast Quarter at a distance of 1,020.00 feet; thence North, at a right angle, a distance of 208.56 feet (to
point of beginning); thence East at a right angle, a distance of 108.00 feet; thence North, at a right angle, a
distance of 345.94 feet; thence West, at a right angle, a distance of 216.00 feet; thence South, at a right angle,
a distance of 345.94 feet; thence East, at a right angle, a distance of 108.00 feet to the beginning.
Legal Descripon
Independent School District No. 12
Centennial Middle School 2
and
That part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West
except for South 554.5 feet thereof and also except the West 210.0 feet thereof lying southerly of that property
deeded to the State of Minnesota for I-35W pursuant to Document Number 272878.
and
That part of the Northwest Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West
lying southerly of the property deeded to the State of Minnesota for I-35W pursuant to Document Number
272878.
and
That part of the Southeast ¼ of Secon 18, Township 31, Range 22, described as follows:
Commencing at a point on the South line of said Southeast ¼, which point is 1,379 feet East of the
Southwest corner of said Southeast ¼; thence North and parallel with the East line of said Southeast
Quarter for a distance of 264 feet to the actual point of beginning of tract of land to be therein
described; thence connuing North parallel with said East line to a point that is 554.5 feet North of said
South line; thence East and parallel with the said South line for a distance of 613 feet; thence South
and parallel with the said East line of said Southeast ¼ a distance of 554.5 feet to the South line
thereof; thence West, on said South line, a distance of 23 feet to a point that is 1,969 feet East of the
Southwest corner of said Southeast ¼; thence North and parallel with the West line of said Southeast ¼
for a distance of 264 feet; thence West and parallel with said South line to the actual point of
beginning, according to the United State Government survey thereof.
and
The Southeast Quarter of the Southeast Quarter (SE ¼ of SE ¼) of Secon Eighteen (18), Township Thirty-One
(31) Range Twenty-Two (22) except that part thereof lying within the tract of land described as:
Commencing at the Southwest corner of the SE ¼ of said Secon 18, thence East on the South line
thereof a distance of 1,992 feet, thence North and parallel with the East line of said Secon 18 a
distance of 554.5 feet, thence West and parallel with the South line of said Secon 18 a distance 1,992
feet, more or less, to the West line of said SE ¼ of Secon 18, thence South along the said West line to
the Southwest corner of the SE ¼ of said Secon 18 and the point of beginning, according to the United
States Government survey thereof.
and
The south 633.00 feet of the west 538.56 feet of the Northwest Quarter of the Southwest Quarter of Secon
17, Township 31 North, Range 22 West, Anoka County, Minnesota.
and
That part of the Northeast Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West,
Anoka County, Minnesota lying southeasterly of Interstate Highway No. 35W and lying northeasterly of a line
described as follows:
Legal Descripon
Independent School District No. 12
Centennial Middle School 3
Commencing at the southeast corner of said Northeast Quarter of the Southeast Quarter; thence
westerly along the south line of said Northeast Quarter of the Southeast Quarter a distance of 440.00
feet to the point of beginning of the line to be described; thence northwesterly, angle to the le>, 132
degrees 20 minutes 06 seconds a distance of 391.34 feet to the southerly line of said Interstate
Highway No. 35W and said line there terminang.
Except that part of said Northeast Quarter of the Southeast Quarter described as follows:
Commencing at the southeast corner of said Northeast Quarter of the Southeast Quarter; thence
northerly along the east line of said Northeast Quarter of the Southeast Quarter, a distance of 633.01
feet to the point of beginning; thence westerly, angle to the right, 90 degrees 19 minutes 04 seconds a
distance of 181.55 feet to the southeasterly line of said Interstate Highway No. 35W; thence northerly
along said southeasterly line of Interstate Highway No. 35W a distance of 251.88 feet to the east line of
said Northeast Quarter of the Southeast Quarter; thence South along said east line a distance of
175.46 feet to the point of beginning.
and
That part of the Northeast Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West,
Anoka County, Minnesota lying southeasterly of Interstate Highway No. 35W and lying southwesterly of a line
described as follows:
Commencing at the southeast corner of said Northeast Quarter of the Southeast Quarter; thence
westerly along the south line of said Northeast Quarter of the Southeast Quarter a distance of 440.00
feet to the point of beginning of the line to be described; thence northwesterly, angle to the le>, 132
degrees 20 minutes 06 seconds a distance of 391.34 feet to the southerly line of said Interstate
Highway No. 35W and said line there terminang.
and
Lots 5 and 6 AUDITORS SUBDIVISION NO. 54 Anoka County, Minnesota and that part of Lot 4 AUDITORS
SUBDIVISION NO. 54 Which lies south of a line drawn parallel with and 9.70 chains north of the south line of
Gov’t. Lot 4, Secon 17, Township 31 North, Range 22, Anoka County, Minnesota.
That part of the Southwest Quarter of the Southwest Quarter of Secon 17, Township 31, Range 22, Anoka
County, Minnesota (also being part of Lot 2, Auditor’s Subd. No. 54) described as follows:
Commencing at the intersecon of the south line of the North 300.00 feet of said Southwest Quarter of
the Southwest Quarter and the westerly right-of-way line of Lake Drive (the westerly right-of-way line
of Lake Drive is 40.00 feet west of the centerline of Lake Drive); Thence on an assumed bearing of
South 25 degrees 20 minutes 49 seconds West along said right-of-way line 127.34 feet; thence North
64 degrees 39 minutes 11 seconds West 272.63 feet to the point of beginning of the land to be
described; thence North 25 degrees 20 minutes 49 seconds East 160.00 feet; thence North 08 degrees
23 minutes 05 seconds East 156.57 feet to the north line of said southwest Quarter of the Southwest
Quarter; (also being the north line of said Lot 2); thence North 89 degrees 41 minutes 22 seconds West
along said North line 538.57 feet to the northwest corner of said Southwest Quarter if the Southwest
Quarter (also being the northwest corner of said Lot 2); thence South 00 degrees 00 minutes 23
seconds East along the west line thereof 300.00 feet to the Southwest corner of the north 300.00 feet
Legal Descripon
Independent School District No. 12
Centennial Middle School 4
of said Southwest Quarter of the Southwest Quarter; thence South 89 degrees 41 minutes 22 seconds
East along the south line thereof 446.79 feet to the point of beginning. Subject to easement or
restricons.
END
CITY OF LINO LAKES
RESOLUTION NO. 23-26
RESOLUTION APPROVING CENTENNIAL MIDDLE SCHOOL (399 ELM STREET)
SITE IMPROVEMENT PERFORMANCE AGREEMENT
WHEREAS, the City has completed review of the site plans for Centennial Middle School
Tennis Court Relocation and Parking Lot Addition; and
WHEREAS, the legal description of the property is provided on Exhibit A of the Site
Improvement Performance Agreement; and
WHEREAS, City Code Section 1007.020(5)(d) requires the execution of a site performance
agreement prior to issuance of a building permit.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that
the Site Improvement Performance Agreement between the City of Lino Lakes and Centennial
Middle School ISD 12 is hereby approved and the Mayor and City Clerk are authorized to
execute such agreements on behalf of the City.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council
Member_______________ and was duly seconded by Council Member ________________ and
upon vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
Attachment 5: Resolution No. 23-26
399 Elm Street (Centennial Middle School) Site Performance Agreement page 1 of 12
CITY OF LINO LAKES, MINNESOTA
SITE IMPROVEMENT PERFORMANCE AGREEMENT
THIS AGREEMENT made this _______ day of _______________, 2023, is by
and between the City of Lino Lakes, a municipal corporation organized under the laws
of the State of Minnesota, and Centennial Middle School ISD #12 (399 Elm Street, Lino
Lakes, MN, 55014) (“Developer”).
WHEREAS, the Developer has received approval of Site Development Plans,
hereinafter called the "Plans", by the City of Lino Lakes on the 27th day of March, 2023,
and in accordance with the Plans all of which are made a part hereof by reference. In
consideration of such approval, the Developer, its successors and assigns, does covenant
and agree to perform the work as set forth in the Plans, in the aforesaid approval, and as
hereinafter set forth upon the real estate (hereinafter referred to as "Property") described
in Exhibit A.
NOW, THEREFORE, in consideration of the mutual promises of the parties made herein,
IT IS AGREED BY AND BETWEEN THE PARTIES HERETO:
I.DESIGNATION OF IMPROVEMENTS.
A.Improvements on the project site to be installed at the Developer’s
expense by the Developer as hereinafter provided are hereinafter referred
to as “On-site Work”.
B.Improvements off the project site to be installed at the Developer’s
expense, if any, by the Developer as hereinafter provided are hereinafter
referred to as “Off-Site Work”.
C.Developer shall enter into a Declaration for Maintenance of Stormwater
Facilities.
II.ON-SITE WORK.
A. On-Site Work. The On-Site Work shall consist of the improvements
described in the approved Plans, to include any approved subsequent
amendments, and shall be in compliance with all applicable statutes, codes
and ordinances of the City. The On-Site Work includes all on-site exterior
amenities as shown on the approved Plans and as required by the plan
approval, such as, but not limited to: landscaping, private driveways,
parking areas, sanitary sewer extension, water system extension, storm
drainage systems, curbing, lighting, fencing, fire lanes, sidewalks, exterior
building architectural design and building elements, site grading and
erosion control measures.
Attachment 6: Site Performance Agreement
399 Elm Street (Centennial Middle School) Site Performance Agreement page 2 of 12
Such improvements shall be completed in accordance with Section IV
herein.
B.Cost Estimates. The Developer shall provide the City with a written
estimate of all applicable costs of the On-Site Work, itemized by type; the
estimates shall be based upon the actual estimates provided by the
contractors who are to do the Work. Said cost estimates shall be reviewed
by the City, and the City shall establish the actual amount of the financial
guarantee. The description and estimated cost of Developer's On-Site
Work are as follows:
Description of Improvements Estimated Costs
1. Lighting $ 30,000.00
2. Fences / Screen Structures $ 98,000.00
3. Trash Disposal Structures $ 0.00
4. Curbing / Islands / Delineators $ 44,000.00
5. Storm Drainage Systems / Sewers / Catch Basins /
Culverts / Swales $ 44,000.00
6. Public Trails and / or Sidewalk $ 0.00
7. Private Trails and / or Sidewalk $ 47,000.00
8. Driveway / Curb cut / Parking Lot / Fire Lane $ 192,000.00
9. Water mains / Hydrants / Sanitary Sewers $ 0.00
10. Landscaping $ 36,000.00
11. Site Grading $ 36,000.00
12. Erosion Control $ 10,000.00
Total Estimated Cost of Developer Improvements $ 537,000.00
Security Requirement (Total * 35%) $ 187,950.00
III.DEVELOPER FEES.
A.Trunk Sanitary Sewer Connection Fees
The City established trunk utility connection fees to uniformly distribute
the costs of public trunk sanitary sewer infrastructure. The Trunk Utility
Connection Fee consists of two components; a Trunk Charge and an
Availability Charge. There are no trunk fees due for this property.
Trunk Charge
The trunk charge shall be paid at the time of subdivision approval or at the
time of hook-up, whichever is first. The Sanitary Sewer Trunk Charge is
$1,630.00 per unit. Commercial/Industrial/Institutional (CII) trunk charges
are based on a factor of 2.92 units per acre. There are no trunk fees due for
399 Elm Street (Centennial Middle School) Site Performance Agreement page 3 of 12
this property.
Availability Charge
For residential properties, the availability charge shall be paid at the time
of subdivision approval or at the time of hook-up, whichever is first.
Commercial/Industrial/Institutional availability charges shall be paid at the
time of building permit. Fees are based on the number of sanitary access
charge (SAC) units assigned by Metropolitan Council Environmental
Services (MCES).
City Sewer (CSAC) $1,525.00 Per SAC Unit
Trunk sewer unit charges addressed under this paragraph are in addition to
any SAC charges imposed by Metropolitan Council Environmental
Services.
B.Trunk Water Connection Fees
The City established trunk utility connection fees to uniformly distribute
the costs of public trunk water infrastructure. The Trunk Utility
Connection Fee consists of two components; a Trunk Charge and an
Availability Charge.
Trunk Charge
The trunk charge shall be paid at the time of subdivision approval or at the
time of hook-up, whichever is first. The Water Trunk Charge is $2,341.00
per unit. Commercial/Industrial/Institutional (CII) trunk charges are based
on a factor of 2.92 units per acre.
Availability Charge
For residential properties, the availability charge shall be paid at the time
of subdivision approval or at the time of hook-up, whichever is first.
Commercial/Industrial/Institutional availability charges shall be paid at the
time of building permit. Fees are based on the number of sanitary access
charge (SAC) units assigned by Metropolitan Council Environmental
Services (MCES).
City Water (CWAC) $1,473.00 Per SAC Unit.
C.Surface Water Management Area Charges
The City established a trunk area charge to uniformly distribute the costs
of public trunk surface water infrastructure and water quality
399 Elm Street (Centennial Middle School) Site Performance Agreement page 4 of 12
improvements. The Surface Water Management Charge shall be based on
developable acreage, in the amount specified in Exhibit C. There are no
Surface Water Management fees due for this property.
Acres Fee
1. Sanitary Sewer Trunk Unit Fee ($1,630/unit; 2.92 units/Acre) $0
2. City Sewer Availability Fee ($1,525/SAC Unit) $0
3. Water Trunk Unit Fee ($2,341/unit; 2.92 units/Acre) $0
4. City Water Availability Fee ($1,473/SAC Unit) $0
5. City Surface Water Management Fee ($11,516/Acre) $0
Total Estimated (Budget) Developer Fees $0
IV.RECORD DRAWINGS.
a.Upon project completion, Developer shall submit record drawings, in
electronic format, of all public and private infrastructure improvements,
including grading, sanitary sewer, water main, storm sewer facilities, and roads,
constructed by Developer. The as-built survey must include, but is not limited
to, proposed and final contours with adequate elevation shots to show
conformance, property irons (to be exposed in field), low floor and low
opening elevations, and the 100-Year High Water Level (HWL) of all ponds,
lakes, and wetland areas. The files shall be drawn in Anoka County NAD 83
Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file
formats. The plans shall include accurate locations, dimensions, elevations,
grades, slopes and all other pertinent information concerning the complete work.
The Developer shall also submit certified compaction testing results for the
site grading operations.
b.A summary of the record plan attribute data for the storm sewer, water main,
and sanitary sewer structures and pipes shall be submitted in the form of an
Excel Spreadsheet as provided by the City Engineer.
c. No securities will be fully released until all record drawings have been
submitted and accepted by the City Engineer.
V.COMPLETION DATE.
If the activities authorized by site and building plan approval are not initiated
within twelve (12) months from the final execution of this agreement, then
Developer will need to start the site and building plan approval process from
the beginning.
399 Elm Street (Centennial Middle School) Site Performance Agreement page 5 of 12
VI. GUARANTEE.
A. The Developer will fully and faithfully comply with all terms and
conditions of any and all contracts entered into by the Developer.
Concurrently with the execution hereof by the Developer, the Developer
will furnish to, and at all times thereafter maintain with the City, a cash
deposit, certified check, or Irrevocable Letter of Credit, based on thirty-
five (35%) percent of the total estimated cost of Developer's On-site
Work. An Irrevocable Letter of Credit shall be for the exclusive use and
benefit of the City of Lino Lakes and shall state thereon that the same is
issued to guarantee and assure performance by the Developer of all the
terms and conditions of this Development Contract, construction of all
required improvements in accordance with the ordinances and
specifications of the City and guarantees the workmanship and materials
for the landscape improvements for a period of one year following the
City’s acceptance of the landscape improvements. The City reserves the
right to draw, in whole or in part, on any portion of the Irrevocable Letter
of Credit for the purpose of guaranteeing the terms and conditions of this
contract, if Developer has been found to be in default of this agreement
and only after providing Developer with written notice and opportunity to
cure any default. The Irrevocable Letter of Credit shall be automatically
extended for additional periods of one year from present or future
expiration dates unless sixty (60) days prior to such the City Clerk or
Administrator is notified in writing by certified mail or overnight mail that
the Letter of Credit will not be renewed.
B. Upon written request, The City will grant a reduction of the Letter of
Credit, or cash deposit based on prepayment or the value of the completed
improvements at the time of the requested reduction. The Developer may
make such requests three times throughout the life of this agreement, with
the third and/or final request being at the completion of the project. The
City will respond to such request within 30 days time. Prior to the final
acceptance of the Developer’s Improvements the City shall require a
Letter of Credit or Cash Escrow to cover the warranty provisions of the
agreement. The amount shall be agreed to by the City Engineer and
Developer and Developer may use the Letter of Credit discussed in
Section VI.A above.
VII. REIMBURSEMENT OF COSTS.
A. The Developer agrees to establish a non-interest bearing escrow account
with the City in an amount established by the City Engineer or his
designee for the payment of all City fees and costs incurred by the City
related to the On-site Work, including, but not limited to, the following:
399 Elm Street (Centennial Middle School) Site Performance Agreement page 6 of 12
1. Site Plan Review Fee $1,500.00
2. Administration
(Legal, Engineering, Planning and Contract Administration) $16,110.00
3. Negative Short Term Escrow Balance $0.00
Total Estimated (Budget) Costs for Escrow Account $17,610.00
B.If it appears that the actual costs incurred will exceed the estimate or that
the actual costs incurred will be less than the estimate, then Developer and
City shall review the costs required to complete the project. In such case,
if the actual costs exceed the estimate, then Developer shall promptly pay
the additional sums to the City to pay for the agreed upon increase.
However, in such case where the actual costs are less than the estimate,
the City shall promptly reimburse to Developer any amounts overpaid by
the Developer. The Developer may request a statement of the account
each month for review.
C.Intentionally Deleted.
VIII.REMEDIES FOR BREACH.
A.The City shall give prior written notice to the Developer of any default
hereunder before proceeding to enforce such financial guarantee or before
the City undertakes any work for which the City will be reimbursed
through the financial guarantee. If within twenty (20) days after receipt of
such written notice to it, the Developer has not notified the City by stating
in writing the manner in which the default will be cured and the time
within which such default will be cured, the City will proceed with the
remedy it deems reasonably appropriate.
B.At any time after the completion date and any extensions thereof, if any of
the work is deemed incomplete, the City may proceed in any one or more
of the following ways to enforce the undertakings herein set forth, and to
collect any and all expenses reasonably incurred by the City in connection
therewith, including, but not limited to, engineering, legal, planning and
litigation costs and expense. The enumeration of the remedies hereunder
shall be in addition to any other remedies available to the City.
1.Specific Performance. The City may in writing direct the surety or
the Developer to cause the Work to be undertaken and completed
within a specified reasonable time. If the Developer fails to cause
the Work to be done and completed in a manner and time
reasonably acceptable to the City, the City may proceed to bring an
action for specific performance to require work to be undertaken.
399 Elm Street (Centennial Middle School) Site Performance Agreement page 7 of 12
2.Completion by the City. The City, after written notice, may enter
the premises and proceed to have the Work done either by contract,
by day labor or by regular City forces. The Developer may not
question the manner of doing such work or the letting of any such
contracts for the doing of any such work; provided that all such
work is performed in a reasonable manner, the costs are reasonable
and the work is completed in a good and workman-like manner
and in accordance with the approved plans and specifications.
Upon completion of such work, the Developer shall promptly pay
the City the full cost thereof as aforesaid.
3.Deposit of Financial Guarantee. In the event the financial
guarantee has been submitted in the form of a Letter of Credit, the
City may draw on the Letter of Credit the sum equal to the
reasonably estimated cost of completing the Work, plus the City's
reasonably estimated expenses as defined herein, including any
other reasonable costs, expenses, and damages for which the surety
may be liable hereunder, but not exceeding the amount set forth on
the Letter of Credit. The money shall be deemed to be held by the
City for the purpose of reimbursing the City for any reasonable
costs incurred in completing the Work as hereinafter specified.
Any funds remaining after completion of the project shall be
promptly returned to the Developer.
IX.OCCUPATION OF PREMISES.
The Developer agrees that it will not cause to be occupied any portion of the
building or improvements to be constructed upon the premises until completion of
the building and site improvements as more fully described in the approved plans
and following issuance of a Certificate of Occupancy.
X. INSURANCE.
Developer or its general contractor shall take out and maintain until one year after
the City accepted the Developer Improvements, public liability and property
damage insurance covering personal injury, including death, and claims for
property damage which may arise out of the Developer's or general contractor’s
work, as the case may be, or the work of its subcontractors or by one directly or
indirectly employed by any of them. Limits for bodily injury and death shall be
not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one
person and One Million and no/100 ($1,000,000.00) Dollars for each occurrence;
limits for property damage shall be not less than One Million and no/100
($1,000,000.00) Dollars for each occurrence; or a combination single limit policy
of Two Million and no/100 ($2,000,000.00) Dollars or more. The City, its
employees, its agents and assigns shall be named as an additional insured on the
policy, and the Developer or its general contractor shall file with the City a
399 Elm Street (Centennial Middle School) Site Performance Agreement page 8 of 12
certificate evidencing coverage prior to the City signing the plat. The certificate
shall provide that the City must be given ten days advance written notice of the
cancellation of the insurance. The certificate may not contain any disclaimer for
failure to give the required notice.
XI.REIMBURSEMENT FOR LITIGATION EXPENSES.
The City and Developer agree that the prevailing party in any litigation pertaining
to the enforcement of this Agreement shall be entitled to reimbursement from the
non-prevailing party for all reasonable costs incurred by said prevailing party
including court costs and reasonable engineering and attorneys' fees.
XII. VALIDITY.
If a portion, section, subsection, sentence, clause, paragraph or phrase in this
Agreement is for any reason held to be invalid by a court of competent
jurisdiction, such decision shall not affect or void any of the other provisions of
the Site Improvement Performance Agreement.
XIII.GENERAL.
A.Binding Effect. The terms and provisions hereof shall be binding upon
and inure to the benefit of the heirs, representatives, successors and
assigns of the parties hereto and shall be binding upon all future owners of
all or any part of the Property and shall be deemed covenants running with
the land.
B.Notices. Whenever in this Agreement it shall be required or permitted that
notice or demand be given or served by either party to this Agreement to
or on the other party, such notice or demand shall be delivered personally
or (i) mailed by United States mail by certified mail (return receipt
requested) or (ii) sent by nationally recognized overnight carrier to the
addresses hereinbefore set forth on Page 1. Such notice or demand shall
be deemed timely given when delivered personally or when deposited in
the mail or the overnight carrier in accordance with the above. The
addresses of the parties hereto are as set forth on Page 1 until changed by
notices given as above.
C.Incorporation by Reference. All plans, special provisions, proposals,
specifications and contracts for the improvements furnished and let
pursuant to this Agreement shall be and hereby are made a part of this
Agreement by reference as fully as if set out herein in full.
D.Hours of Construction Activity. Construction activity shall be limited to
the hours set out as follows:
399 Elm Street (Centennial Middle School) Site Performance Agreement page 9 of 12
Monday through Friday 7:00 a.m. to 7:00 p.m.
Saturday 9:00 a.m. to 5:00 p.m.
Sunday and Holidays No working hours allowed
XIV.VIOLATIONS/BUILDING PERMITS.
In the event that Developer violates any of the covenants and agreements
contained in this Site Improvement Performance Agreement and to be performed
by the Developer, the City, at its option, and after providing written notice and
opportunity to cure to Developer in addition to the rights and remedies as set out
hereunder may refuse to issue building permits to any property within the
development and/or stop building construction within the development until such
time as such default has been corrected to the satisfaction of the City.
399 Elm Street (Centennial Middle School) Site Performance Agreement page 10 of 12
CITY OF LINO LAKES
By _________________________
Mayor
ATTEST:
By_________________________
City Clerk
STATE OF MINNESOTA )
) SS
COUNTY OF ANOKA )
This instrument was acknowledged before me on ________ day of
____________, 2023, by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of
said City.
_______________________________
Notary Public
STATE OF MINNESOTA )
) SS
COUNTY OF ANOKA )
This instrument was acknowledged before me on ________ day of
____________, 2023 by Hannah Lynch as City Clerk of the City of Lino Lakes on behalf
of said City.
_______________________________
Notary Public
399 Elm Street (Centennial Middle School) Site Performance Agreement page 11 of 12
DEVELOPER
By _________________________
Patrick Chaffey, Executive Director of Business Services
STATE OF MINNESOTA )
) ss.
COUNTY OF ANOKA )
On this _______ day of _______________, 2023, before me, a Notary Public
within and for said County, personally appeared, _______________________________,
who executed the foregoing instrument.
______________________________
Notary Public
This instrument was drafted by:
City of Lino Lakes
600 Town Center Parkway
Lino Lakes, Minnesota 55014
399 Elm Street (Centennial Middle School) Site Performance Agreement page 12 of 12
EXHIBIT A
Legal Description
Legal Descripon
Independent School District No. 12
Centennial Middle School 1
LEGAL DISCRIPTION
For
Independent School District No. 12
Centennial Middle School
The North 290.50 feet of that part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township
31, Range 22, Anoka County, Minnesota described as follows: Beginning on the South line of said Southwest
Quarter of the Southeast Quarter at a point 603.44 feet East of the Southwest corner thereof; thence East, on
said South line, a distance of 100.00 feet; thence North, at a right angle, a distance of 208.56 feet; thence East,
at a right angle, a distance of 208.56 feet; thence North, at a right angle, a distance of 345.94 feet; thence
West, at a right angle, a distance of 308.56 feet; thence South, at a right angle, a distance of 554.50 feet to the
South line of said Southwest Quarter of the Southeast Quarter and said point of beginning.
and
The North 145.00 feet of that part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township
31, Range 22, Anoka County, Minnesota described as follows:
Beginning on the south line of said Quarter, Quarter at a point 483.44 feet East of the Southwest
corner thereof; thence North, at a right angle, 407.00 feet; thence East, at a right angle and parallel
with the South line of said Quarter, Quarter at a distance of 120.00 feet; thence North, at a right angle,
a distance of 147.50 feet; thence West, at a right angle and parallel with the South line of said Quarter,
Quarter; thence East, along the South line, to the point of beginning.
and
The North 290.50 feet of that part of the Southeast Quarter of Secon 18, Township 31, Range 22, Anoka
County, Minnesota described as follows:
Commencing at a point on the South line of said Southeast Quarter, said point is 1,128 feet East of the
Southwest corner of the said Southeast Quarter; thence North and parallel with the East line of said
Southeast Quarter, a distance of 264.00 feet to the point of beginning; thence connuing North,
parallel with said East line, to a point that is 554.50 feet North of the said South line; thence East and
parallel with said South line, a distance of 251.00 feet; thence South and parallel with the East line of
said Southeast Quarter, a distance of 290.50 feet; thence West and parallel with the South line of said
Southeast Quarter to the point of beginning.
and
The North 290.50 feet of that part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township
31, Range 22, Anoka County, Minnesota described as follows: Commencing at the Southwest corner of said
Southwest Quarter of the Southeast Quarter; thence East, on the South line of said Southwest Quarter of the
Southeast Quarter at a distance of 1,020.00 feet; thence North, at a right angle, a distance of 208.56 feet (to
point of beginning); thence East at a right angle, a distance of 108.00 feet; thence North, at a right angle, a
distance of 345.94 feet; thence West, at a right angle, a distance of 216.00 feet; thence South, at a right angle,
a distance of 345.94 feet; thence East, at a right angle, a distance of 108.00 feet to the beginning.
Legal Descripon
Independent School District No. 12
Centennial Middle School 2
and
That part of the Southwest Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West
except for South 554.5 feet thereof and also except the West 210.0 feet thereof lying southerly of that property
deeded to the State of Minnesota for I-35W pursuant to Document Number 272878.
and
That part of the Northwest Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West
lying southerly of the property deeded to the State of Minnesota for I-35W pursuant to Document Number
272878.
and
That part of the Southeast ¼ of Secon 18, Township 31, Range 22, described as follows:
Commencing at a point on the South line of said Southeast ¼, which point is 1,379 feet East of the
Southwest corner of said Southeast ¼; thence North and parallel with the East line of said Southeast
Quarter for a distance of 264 feet to the actual point of beginning of tract of land to be therein
described; thence connuing North parallel with said East line to a point that is 554.5 feet North of said
South line; thence East and parallel with the said South line for a distance of 613 feet; thence South
and parallel with the said East line of said Southeast ¼ a distance of 554.5 feet to the South line
thereof; thence West, on said South line, a distance of 23 feet to a point that is 1,969 feet East of the
Southwest corner of said Southeast ¼; thence North and parallel with the West line of said Southeast ¼
for a distance of 264 feet; thence West and parallel with said South line to the actual point of
beginning, according to the United State Government survey thereof.
and
The Southeast Quarter of the Southeast Quarter (SE ¼ of SE ¼) of Secon Eighteen (18), Township Thirty-One
(31) Range Twenty-Two (22) except that part thereof lying within the tract of land described as:
Commencing at the Southwest corner of the SE ¼ of said Secon 18, thence East on the South line
thereof a distance of 1,992 feet, thence North and parallel with the East line of said Secon 18 a
distance of 554.5 feet, thence West and parallel with the South line of said Secon 18 a distance 1,992
feet, more or less, to the West line of said SE ¼ of Secon 18, thence South along the said West line to
the Southwest corner of the SE ¼ of said Secon 18 and the point of beginning, according to the United
States Government survey thereof.
and
The south 633.00 feet of the west 538.56 feet of the Northwest Quarter of the Southwest Quarter of Secon
17, Township 31 North, Range 22 West, Anoka County, Minnesota.
and
That part of the Northeast Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West,
Anoka County, Minnesota lying southeasterly of Interstate Highway No. 35W and lying northeasterly of a line
described as follows:
Legal Descripon
Independent School District No. 12
Centennial Middle School 3
Commencing at the southeast corner of said Northeast Quarter of the Southeast Quarter; thence
westerly along the south line of said Northeast Quarter of the Southeast Quarter a distance of 440.00
feet to the point of beginning of the line to be described; thence northwesterly, angle to the le>, 132
degrees 20 minutes 06 seconds a distance of 391.34 feet to the southerly line of said Interstate
Highway No. 35W and said line there terminang.
Except that part of said Northeast Quarter of the Southeast Quarter described as follows:
Commencing at the southeast corner of said Northeast Quarter of the Southeast Quarter; thence
northerly along the east line of said Northeast Quarter of the Southeast Quarter, a distance of 633.01
feet to the point of beginning; thence westerly, angle to the right, 90 degrees 19 minutes 04 seconds a
distance of 181.55 feet to the southeasterly line of said Interstate Highway No. 35W; thence northerly
along said southeasterly line of Interstate Highway No. 35W a distance of 251.88 feet to the east line of
said Northeast Quarter of the Southeast Quarter; thence South along said east line a distance of
175.46 feet to the point of beginning.
and
That part of the Northeast Quarter of the Southeast Quarter of Secon 18, Township 31 North, Range 22 West,
Anoka County, Minnesota lying southeasterly of Interstate Highway No. 35W and lying southwesterly of a line
described as follows:
Commencing at the southeast corner of said Northeast Quarter of the Southeast Quarter; thence
westerly along the south line of said Northeast Quarter of the Southeast Quarter a distance of 440.00
feet to the point of beginning of the line to be described; thence northwesterly, angle to the le>, 132
degrees 20 minutes 06 seconds a distance of 391.34 feet to the southerly line of said Interstate
Highway No. 35W and said line there terminang.
and
Lots 5 and 6 AUDITORS SUBDIVISION NO. 54 Anoka County, Minnesota and that part of Lot 4 AUDITORS
SUBDIVISION NO. 54 Which lies south of a line drawn parallel with and 9.70 chains north of the south line of
Gov’t. Lot 4, Secon 17, Township 31 North, Range 22, Anoka County, Minnesota.
That part of the Southwest Quarter of the Southwest Quarter of Secon 17, Township 31, Range 22, Anoka
County, Minnesota (also being part of Lot 2, Auditor’s Subd. No. 54) described as follows:
Commencing at the intersecon of the south line of the North 300.00 feet of said Southwest Quarter of
the Southwest Quarter and the westerly right-of-way line of Lake Drive (the westerly right-of-way line
of Lake Drive is 40.00 feet west of the centerline of Lake Drive); Thence on an assumed bearing of
South 25 degrees 20 minutes 49 seconds West along said right-of-way line 127.34 feet; thence North
64 degrees 39 minutes 11 seconds West 272.63 feet to the point of beginning of the land to be
described; thence North 25 degrees 20 minutes 49 seconds East 160.00 feet; thence North 08 degrees
23 minutes 05 seconds East 156.57 feet to the north line of said southwest Quarter of the Southwest
Quarter; (also being the north line of said Lot 2); thence North 89 degrees 41 minutes 22 seconds West
along said North line 538.57 feet to the northwest corner of said Southwest Quarter if the Southwest
Quarter (also being the northwest corner of said Lot 2); thence South 00 degrees 00 minutes 23
seconds East along the west line thereof 300.00 feet to the Southwest corner of the north 300.00 feet
Legal Descripon
Independent School District No. 12
Centennial Middle School 4
of said Southwest Quarter of the Southwest Quarter; thence South 89 degrees 41 minutes 22 seconds
East along the south line thereof 446.79 feet to the point of beginning. Subject to easement or
restricons.
END
CITY OF LINO LAKES
RESOLUTION NO. 23-27
RESOLUTION APPROVING CENTENNIAL MIDDLE SCHOOL (399 ELM STREET)
MAINTENANCE AGREEMENT FOR STORMWATER MANAGEMENT FACILITIES
WHEREAS, the City has completed review of the site plans for Centennial Middle School
Tennis Court Relocation and Parking Lot Addition; and
WHEREAS, City Code Section 1011.012 requires inspections and maintenance of stormwater
management facilities.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that
the Maintenance Agreement for Stormwater Management Facilities between the Rice Creek
Watershed District, Centennial Middle School ISD 12, and City of Lino Lakes is hereby
approved and the Mayor and City Clerk are authorized to execute such agreements on behalf of
the City.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council
Member_______________ and was duly seconded by Council Member ________________ and
upon vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
Attachment 7: Resolution No. 23-27
1
MAINTENANCE AGREEMENT
Stormwater Management Facilities
Between the Rice Creek Watershed District and
Independent School District No.12 and the City of Lino Lakes
This Maintenance Agreement (“Agreement”) is made by and between the Rice
Creek Watershed District, a watershed district with purposes and powers set
forth at Minnesota Statutes Chapters 103B and 103D and a drainage authority
pursuant to chapter 103E of the laws of the State of Minnesota, (RCWD), the City
of Lino Lakes (City), a political subdivision of the State of Minnesota and
Independent School District No. 12 (“Permittee”).
Recitals and Statement of Purpose
WHEREAS pursuant to Minnesota Statutes § 103D.345, the RCWD has
adopted and implements Rule C, Stormwater Management Plans;
WHEREAS pursuant to City of Lino Lakes Ordinance No. 10-22 Section
1011 Relating to the Regulation of Stormwater, Erosion and Sediment Control,
the City of Lino Lakes implements 1011.001 Stormwater Management
Requirements;
WHEREAS Rule C imposes certain requirements, which the Permittee will
meet in this case by constructing and maintaining stormwater management
facilities as identified on the site plan incorporated into this Agreement as
Exhibit A;
WHEREAS in accordance with Rule C and as a condition of Permits 96-
039, 01-096, and 22-118 the Permittee’s obligation to maintain these
stormwater facilities must be memorialized by a recorded maintenance
declaration or, alternatively, a maintenance agreement establishing the
Permittee’s perpetual maintenance obligation;
WHEREAS the Permittee and the RCWD execute this Agreement to fulfill
the condition of Permits 96-039, 01-096, and 22-118 and concur that it is
binding and rests on mutual valuable consideration;
Attachment 8: Maintenance Agreement for Stormwater Management Facilities
2
THEREFORE:
1. The Permittee, at its cost, will inspect and maintain the stormwater
management facilities delineated and labeled on Exhibit A as follows: west pond
(Permit 96-039), east NURP ponds (Permit 01-096), and Infiltration Basin 1 (22-
118). The Permittee will:
a. Obtain certified as-built contours for all ponds and inspect the ponds,
and associated outlet structures, culverts and outfall structures one year
and two years after the completion of as-builts, including measuring
sediment accumulation by a method accurate to within one vertical foot.
Thereafter, the Permittee will perform inspections in the fifth year after
pond completion and every five years thereafter. If inspections show that
sediment may accumulate to 50 percent of wet storage volume, or 25
percent of dry detention volume, within less than five years, the Permittee
will inspect more frequently. Pond function will be considered
inadequate if sediment accumulation has decreased the wet storage
volume by 50 percent or dry detention volume by 25 percent, and the
Permittee will restore the basin to its original design elevations and
dimensions and restore vegetation in disturbed areas within one year of
the inspection date.
b. Inspect stormwater infiltration and filtration basins, including rain
gardens, annually, to preserve live storage capacity at or above the
design volume. Remove vegetation, maintain healthy plant growth and
remove excess sediment and debris to ensure that the facilities continue
to perform per design.
c. Inspect grit chambers, sump catch basins and sump manholes
annually. Accumulated sediment and debris will be removed so that the
each facility continues to operate as designed and erosion or structural
problems are corrected.
d. Inspect conveyances and other structures annually. Ensure
preservation of designed hydraulic capacity.
3
2. If the Permittee conveys into private ownership a fee interest in all or any
portion of the public property that is subject to this Agreement, it must require
as a condition of sale, and enforce: (a) that the purchaser record a declaration
on the property incorporating the stormwater management facility maintenance
requirements of this Agreement; and (b) that recordation occur either before any
encumbrance is recorded on the property or, if after, only as accompanied by a
subordination and consent executed by the encumbrance holder ensuring that
the declaration will run with the land in perpetuity. If the Permittee conveys into
public ownership a fee interest in all or any portion of the property that is
subject to this Agreement, it must require as a condition of the purchase and
sale agreement that the purchaser accept an assignment of all obligations
vested under this Agreement.
3. This Agreement is in force for five years from the date on which it is fully
executed and will renew automatically for five-year terms unless terminated by
the parties. This Agreement may be amended only in a writing signed by the
parties.
4. The recitals are incorporated as a part of this Agreement.
NA-Not Applicable
5
Exhibit A
See attached plan sheets:
·Proposed New Middle School – Preliminary Grading Plan
·New Elementary School – Grading & Erosion Control Plan
·Centennial Middle School Tennis Court Relocation and Parking Lot
Addition - Parking Lot Addition Grading and Erosion Control Plan
PROPOSED DRAINAGE & UTILITY EASEMENT905905905905904906907908 907908906907906 906906906906906906908
902903904907903907906907906905.00 CC908.21 TC907.71 GL908.87 B908.09 B908.01 TC907.71 GL905.00 CC905.00 CC905.40 TC905.10 GL904.29 B904.39 B905.47 TC905.17 GL906.17 TC905.67 GL905.54 TC/GL905.17 TC/GL906.22 TC905.72 GL905.60 TC/GL905.21 TC/GL906.22 TC905.72 GL905.69 TC/GL905.37 TC/GL905.30 TC*904.80 GL*905.34 TC*904.84 GL*906.34 TC905.84 GL905.75 TC/GL905.37 TC/GL906.65 TC906.15 GL906.27 TC905.77 GL906.15 TC905.65 GO906.36 TC905.86 GL906.04 TC905.54 GO904.6 B*/EOF904.5 B*905.32 B905.29 B905.55 TC905.05 GL905.2 B905.72 B906.10 B905.60 TC905.10 GL906.10 TC905.60 GO906.41 TC905.91 GL905.81 TC905.31 GL906.10 TC905.60 GL906.30 TC*905.80 GL*905.90 TC*905.40 GL*904.6 C/B*904.72 B905.3 B/C*904.3 B*904.3 B*906.60 TC906.10 GLINFILTRATION BASIN 1100-YR HWL = 904.51BTM = 902.00906.68 TC/GL906.98 B907.36 TC906.89 GL907.36 B906.80 B905.80 B905.00 CC906.03 TC905.73 GL906.95 TC906.45 GL906.76 TC906.26 GO907.39 TC906.89 GL907.05 TC906.45 GO907.14 TC906.64 GL906.82 TC906.32 GO906.85 TC906.35 GL906.85 TC906.35 GL906.64 TC906.14 GO906.64 TC906.14 GO907.07 TC906.57 GL906.75 TC906.25 GO2% MAX SLOPE INADA PARKING AREA904.5 RIM*906905902905905FOR THE INFILTRATION BASIN BOTTOM,OVER-EXCAVATE APPROX. 1.7' - 2'TO REMOVE EXISTING TOPSOIL FILLMATERIAL. BACKFILL WITH A CLEAN,FREE DRAINING MATERIAL GRADEDACCORDING TO MEET MN/DOT 3149.2JSPECIFICATIONS.11223443524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.com3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH10 2040DRAWING NUMBERCPROJECT # 1222066.000DRAWN BYDATE 03-14-2023DRAWING TITLEDateRevision DescriptionDRAWINGSCONSTRUCTIONKK/JMMHCHECKED BYMADISON, WIMILWAUKEE, WIMAPLE GROVE, MNTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.Nexus Solutions, LLCJUSTIN NIELSEN, P.E.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.52687CENTENNIAL MIDDLE SCHOOL ISD#12TENNIS COURT RELOCATIONAND PARKING LOT ADDITION399 ELM STREETLINO LAKES, MN 5501403/14/2023P:\Projects\Projects - 2022\12226066 - Centennial MS Tennis Courts\C. Design\Drawing Files\12226066 C300-C301 - Grading.dwgLEGENDGRADING NOTESPARKING LOT ADDITIONGRADING AND EROSIONCONTROL PLANC3011. Owner and Contractor shall obtain MPCA-NPDES permit.Contractor shall be responsible for all fees pertaining to thispermit. The SWPPP shall be kept onsite at all times.2. Install temporary erosion control measures (inlet protection,silt fence, and rock construction entrances) prior tobeginning any excavation or demolition work at the site.3. Erosion control measures shown on the erosion control planare the absolute minimum. The contractor shall installtemporary earth dikes, sediment traps or basins, additionalsiltation fencing, and/or disk the soil parallel to the contoursas deemed necessary to further control erosion. Allchanges shall be recorded in the SWPPP.4. All construction site entrances shall be surfaced withcrushed rock across the entire width of the entrance andfrom the entrance to a point 50' into the construction zone.5. The toe of the silt fence shall be trenched in a minimum of6”. The trench backfill shall be compacted with a vibratoryplate compactor.6. All grading operations shall be conducted in a manner tominimize the potential for site erosion. Sediment controlpractices must be established on all down gradientperimeters before any up gradient land disturbing activitiesbegin.7. All exposed soil areas must be stabilized as soon aspossible to limit soil erosion but in no case later than 7 daysafter the construction activity in that portion of the site hastemporarily or permanently ceased. Temporary stockpileswithout significant silt, clay or organic components (e.g.,clean aggregate stockpiles, demolition concrete stockpiles,sand stockpiles) and the constructed base components ofroads, parking lots and similar surfaces are exempt from thisrequirement.8. All storm sewer catch basins not needed for site drainageduring construction shall be covered to prevent runoff fromentering the storm sewer system. Catch basins necessaryfor site drainage during construction shall be provided withinlet protection.9. In areas where concentrated flows occur (such as swalesand areas in front of storm catch basins and intakes) theerosion control facilities shall be backed by stabilizationstructure to protect those facilities from the concentratedflows.10. Inspect the construction site once every seven days duringactive construction and within 24 hours after a rainfall eventgreater than 0.5 inches in 24 hours. All inspections shall berecorded in the SWPPP.11. All BMPs must be repaired, replaced, or supplementedwhen they become nonfunctional or the sediment reaches1/3 of the capacity of the BMP. These repairs must bemade within 24 hours of discovery, or as soon as fieldconditions allow access. All repairs shall be recorded in theSWPPP.12. If sediment escapes the construction site, off-siteaccumulations of sediment must be removed in a mannerand at a frequency sufficient to minimize off-site impacts.13. All soils tracked onto pavement shall be removed daily.14. All infiltration areas must be inspected to ensure that nosediment from ongoing construction activity is reaching theinfiltration area and these areas are protected fromcompaction due to construction equipment driving acrossthe infiltration area.15. Temporary soil stockpiles must have silt fence or othereffective sediment controls, and cannot be placed in surfacewaters, including stormwater conveyances such as curb andgutter systems, or conduits and ditches unless there is abypass in place for the stormwater.16. Collected sediment, asphalt and concrete millings, floatingdebris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly andmust comply with MPCA disposal requirements.17. Oil, gasoline, paint and any hazardous substances must beproperly stored, including secondary containment, to preventspills, leaks or other discharge. Restricted access tostorage areas must be provided to prevent vandalism.Storage and disposal of hazardous waste must be incompliance with MPCA regulations.18. External washing of trucks and other construction vehiclesmust be limited to a defined area of the site. Runoff must becontained and waste properly disposed of. No enginedegreasing is allowed onsite.19. All liquid and solid wastes generated by concrete washoutoperations must be contained in a leak-proof containmentfacility or impermeable liner. A compacted clay liner thatdoes not allow washout liquids to enter ground water isconsidered an impermeable liner. The liquid and solidwastes must not contact the ground, and there must not berunoff from the concrete washout operations or areas.Liquid and solid wastes must be disposed of properly and incompliance with MPCA regulations. A sign must be installedadjacent to each washout facility to inform concreteequipment operators to utilize the proper facilities.20. Upon completion of the project and stabilization of all gradedareas, all temporary erosion control facilities (silt fences, haybales, etc.) shall be removed from the site.21. Contractor shall submit Notice of Termination forMPCA-NPDES permit within 30 days after FinalStabilization.EROSION CONTROL NOTESPROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:SEDIMENT LOGRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATION(LOCATE DURING CONSTRUCTION)KEY NOTESKEY NOTESRIP RAP AT CURB CUT, SEE DETAIL 9/C501RIP RAP AT RAIN GUARDIAN STRUCTURE, SEE DETAIL 2/C502INFILTRATION BASIN, SEE DETAIL 1/C502ROCK CONSTRUCTION ENTRANCE, SEE DETAIL 8/C501(EXACT LOCATION TO BE DETERMINED)12341. Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site. See detail 1/C503.2. All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3. Grades shown in paved areas represent finish elevation.4. Restore all disturbed areas with 4” of good quality topsoil and seed.5. All construction shall be performed in accordance with state and localstandard specifications for construction.6. Install erosion control blanket on all slopes 4:1 or greater. Seedetail 13/C501.7. Provide an as-built survey of the infiltration basin, showingcompliance with the project documents.NOT TO SCALEKEY PLANTC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTCC - CURB CUTB - BITUMINOUSC - CONCRETEEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)TS - TOP OF STEPBS - BOTTOM OF STEP(*) - EXISTING TO BE VERIFIED
CITY COUNCIL
AGENDA ITEM 6C
STAFF ORIGINATOR: Diane Hankee, City Engineer
MEETING DATE: March 27, 2023
TOPIC: Resolution No. 23-28, Accepting Quotes and Awarding a
Construction Contract, 2023 Seal Coat and Crack Fill Project
VOTE REQUIRED: 3/5 Vote Required
INTRODUCTION
Staff is requesting authorization to accept quotes and award the construction contract for the
2023 Seal Coat and Crack Fill Project.
BACKGROUND
The 2023 Seal Coat and Crack Fill Project includes seal coating and crack filling approximately
2.3 miles of streets in the Millers Crossing neighborhood, the Trappers Crossing neighborhood,
and along Woodridge Lane. A location map is enclosed. The project will be funded through
Pavement Management funds. The overall budget is $100,000.00.
Quotes for the project were received on March 22, 2023.
CONTRACTOR TOTAL QUOTE
Asphalt Concrete Solutions Did Not Quote
Allied Blacktop Company $91,387.10
Astech Did Not Quote
Bituminous Roadways Inc. Did Not Quote
Pearson Bros, Inc. $104,260.56
SealTech Did Not Quote
The low quote was submitted by Allied Blacktop Company of Maple Grove, Minnesota, in the
amount of $91,387.10. Allied Blacktop Company has adequately completed projects in the City
of Lino Lakes in the past. The completion date for this project is July 31, 2023.
RECOMMENDATION
Staff recommends adoption of Resolution No. 23-28 accepting quotes and awarding a construction
contract for the 2023 Seal Coat and Crack Fill Project, in the amount of $91,387.10 to Allied
Blacktop Company.
ATTACHMENTS
1. Resolution No. 23-28
2. Location Map
CITY OF LINO LAKES
RESOLUTION NO. 23-28
RESOLUTION ACCEPTING QUOTES, AND AWARDING A CONSTRUCTION
CONTRACT, 2023 SEAL COAT AND CRACK FILL PROJECT
WHEREAS, pursuant to a request for quotes for the construction of the 2023 Seal Coat and Crack
Fill Project, quotes were received, and tabulated:
CONTRACTOR TOTAL QUOTE
Asphalt Concrete Solutions Did Not Quote
Allied Blacktop Company $91,387.10
Astech Did Not Quote
Bituminous Roadways Inc. Did Not Quote
Pearson Bros, Inc. $104,260.56
SealTech Did Not Quote
WHEREAS, it appears that Allied Blacktop Company of Maple Grove, Minnesota, is the lowest
responsible bidder; and
WHEREAS, the funding for the project is from the Pavement Management funds in the amount of
$100,000.00; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the
Mayor and Clerk are hereby authorized and directed to enter into a contract with Allied Blacktop
Company for the construction of the 2023 Seal Coat and Crack Fill Project in the amount of
$91,387.10;
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_______________and was duly seconded by Council Member ________________ and upon
vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
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2023 Seal Coat & Crack Fill
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CITY COUNCIL
AGENDA ITEM 6D
STAFF ORIGINATOR: Diane Hankee PE, City Engineer
MEETING DATE: March 27, 2023
TOPIC: Consider Resolution No. 23-24, Approving the Delegated
Contract Process for Federally Funded Projects
VOTE REQUIRED: 3/5
INTRODUCTION
Staff is requesting council approval of the agreement between MnDOT and the City for the
Delegated Contract Process used for Federally Funded Projects.
BACKGROUND
The Delegated Contract Process (DCP) is an agreement between MnDOT and the City that is
enacted if and when the City receives federal funds. The agreement outlines the roles and
responsibilities associated with federal aid funds and allows for MnDOT to act as the City’s
agent in accepting these funds for construction projects. This is typically a requirement of
receiving federal funds. The City does not currently have federal funding on a project, however
having this agreement in place ensures that the City would receive timely reimbursement if a
project were to be federally funded.
RECOMMENDATION
Staff is recommending approval of Resolution No. 23-24, Approving the Delegated Contract
Process agreement for Federally Funded Projects.
ATTACHMENTS
1. Resolution
2. MnDOT Agreement for DCP on Federal Projects
CITY OF LINO LAKES
RESOLUTION NO. 23-24
APPROVING THE DELEGATED CONTRACT PROCESS FOR
FEDERALLY FUNDED PROJECTS
WHEREAS, the Delegated Contract Process (DCP) is an agreement between MnDOT and local
public agencies eligible to receive federal funds; and
AND WHEREAS, The agreement outlines the roles and responsibilities associated with federal
aid funds and allows for MnDOT to act as a local agency’s agent in accepting these funds for
construction projects;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes:
1. That pursuant to Minnesota Stat. Sec. 161.36, the Commissioner of Transportation be
appointed as Agent of the City of Lino Lakes to accept as its agent, federal aid funds
which may be made available for eligible transportation related projects.
2. The Mayor and City Clerk are hereby authorized and directed for and on behalf of the City
to execute and enter into an agreement with the Commissioner of Transportation prescribing
the terms and conditions of said federal aid participation as set forth and contained in
“Minnesota Department of Transportation Agency Agreement No. 1052220”, a copy of
which said agreement was before the City Council and which is made a part hereof by
reference.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_______________and was duly seconded by Council Member ________________ and upon
vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk
MnDOT Contract No. 1052220
Updated November 7, 2022 1
STATE OF MINNESOTA
AGENCY AGREEMENT
for
FEDERAL PARTICIPATION IN CONSTRUCTION
This Agreement is entered into by and between City of Lino Lakes (“Local Government”) and the State of Minnesota
acting through its Commissioner of Transportation (“MnDOT”).
RECITALS
1. Pursuant to Minnesota Statutes Section 161.36, the Local Government desires MnDOT to act as the Local
Government’s agent in accepting federal funds on the Local Government’s behalf for the construction,
improvement, or enhancement of transportation financed either in whole or in part by Federal Highway
Administration (“FHWA”) federal funds, hereinafter referred to as the “Project(s)”; and
2. This Agreement is intended to cover all federal aid projects initiated by the Local Government and therefore has
no specific State Project number associated with it, and
2.1. The Assistance Listing Number (ALN) is 20.205, 20.224, 20.933 or another Department of Transportation
ALN as listed on SAM.gov and
2.2. This project is for construction, not research and development.
2.3. MnDOT requires that the terms and conditions of this agency be set forth in an agreement.
AGREEMENT TERMS
1. Term of Agreement; Prior Agreement
1.1. Effective Date. This Agreement will be effective on the date that MnDOT obtains all required signatures
under Minn. Stat. §16C.05, Subd. 2. This Agreement will remain effective until it is superseded or
terminated pursuant to section 14.
2. Local Government’s Duties
2.1. Designation. The Local Government designates MnDOT to act as its agent in accepting federal funds on its
behalf made available for the Project(s). Details on the required processes and procedures are available on
the State Aid Website.
2.2. Staffing.
2.2.1. The Local Government will furnish and assign a publicly employed and licensed engineer, (“Project
Engineer"), to be in responsible charge of the Project(s) and to supervise and direct the work to be
performed under any construction contract let for the Project(s). In the alternative, where the Local
Government elects to use a private consultant for construction engineering services, the Local
Government will provide a qualified, full‐time public employee of the Local Government to be in
responsible charge of the Project(s). The services of the Local Government to be performed hereunder
may not be assigned, sublet, or transferred unless the Local Government is notified in writing by
MnDOT that such action is permitted under 23 CFR 1.33 and 23 CFR 635.105 and state law. This
written consent will in no way relieve the Local Government from its primary responsibility for
performance of the work.
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2.2.2. During the progress of the work on the Project(s), the Local Government authorizes its Project
Engineer to request in writing specific engineering and/or technical services from MnDOT, pursuant to
Minnesota Statutes Section 161.39. Such services may be covered by other technical service
agreements. If MnDOT furnishes the services requested, and if MnDOT requests reimbursement, then
the Local Government will promptly pay MnDOT to reimburse the state trunk highway fund for the full
cost and expense of furnishing such services. The costs and expenses will include the current MnDOT
labor additives and overhead rates, subject to adjustment based on actual direct costs that have been
verified by audit. Provision of such services will not be deemed to make MnDOT a principal or co‐
principal with respect to the Project(s).
2.3. Pre‐letting. The Local Government will prepare construction contracts in accordance with Minnesota law
and applicable Federal laws and regulations.
2.3.1. The Local Government will solicit bids after obtaining written notification from MnDOT that the FHWA
has authorized the Project(s). Any Project(s) advertised prior to authorization without permission will
not be eligible for federal reimbursement.
2.3.2. The Local Government will prepare the Proposal for Highway Construction for the construction
contract, which will include all federal‐aid provisions supplied by MnDOT.
2.3.3. The Local Government will prepare and publish the bid solicitation for the Project(s) as required by
state and federal laws. The Local Government will include in the solicitation the required language for
federal‐aid construction contracts as supplied by MnDOT. The solicitation will state where the
proposals, plans, and specifications are available for the inspection of prospective bidders and where
the Local Government will receive the sealed bids.
2.3.4. The Local Government may not include other work in the construction contract for the authorized
Project(s) without obtaining prior notification from MnDOT that such work is allowed by FHWA.
Failure to obtain such notification may result in the loss of some or all of the federal funds for the
Project(s). All work included in a federal contract is subject to the same federal requirements as the
federal project.
2.3.5. The Local Government will prepare and sell the plan and proposal packages and prepare and
distribute any addenda, if needed.
2.3.6. The Local Government will receive and open bids.
2.3.7. After the bids are opened, the Local Government will consider the bids and will award the bid to the
lowest responsible bidder or reject all bids. If the construction contract contains a goal for
Disadvantaged Business Enterprises (DBEs), the Local Government will not award the bid until it has
received certification of the Disadvantaged Business Enterprise participation from the MnDOT Office
of Civil Rights.
2.3.8. The Local Government must disclose in writing any potential conflict of interest to the Federal
awarding agency or MnDOT in accordance with applicable FHWA policy.
2.4. Contract Administration.
2.4.1. The Local Government will prepare and execute a construction contract with the lowest responsible
bidder, hereinafter referred to as the “Contractor,” in accordance with the special provisions and the
latest edition of MnDOT’s Standard Specifications for Construction when the contract is awarded and
all amendments thereto. All contracts between the Local Government and third parties or
subcontractors must contain all applicable provisions of this Agreement, including the applicable
federal contract clauses, which are identified in Appendix II of 2 CFR 200, Uniform Administrative
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Requirements, Cost Principles and Audit Requirements for Federal Awards, and as identified in Section
18 of this Agreement.
2.4.2. The Project(s) will be constructed in accordance with the plans, special provisions, and standard
specifications of each Project. The standard specifications will be the latest edition of MnDOT
Standard Specifications for Highway Construction and all amendments thereto. The plans, special
provisions, and standard specifications will be on file at the Local Government Engineer’s Office. The
plans, special provisions, and specifications are incorporated into this Agreement by reference as
though fully set forth herein.
2.4.3. The Local Government will furnish the personnel, services, supplies, and equipment necessary to
properly supervise, inspect, and document the work for the Project(s). The services of the Local
Government to be performed hereunder may not be assigned, sublet, or transferred unless the Local
Government is notified in writing by MnDOT that such action is permitted under 23 CFR 1.33 and 23
CFR 635.105 and state law. This written consent will in no way relieve the Local Government from its
primary responsibility for performance of the work.
2.4.4. The Local Government will document quantities in accordance with the guidelines set forth in the
Construction Section of the Electronic State Aid Manual that are in effect at the time the work was
performed.
2.4.5. The Local Government will test materials in accordance with the Schedule of Materials Control in
effect at the time each Project was let. The Local Government will notify MnDOT when work is in
progress on the Project(s) that requires observation by the Independent Assurance Inspector, as
required by the Independent Assurance Schedule.
2.4.6. The Local Government may make changes in the plans or the character of the work, as may be
necessary to complete the Project(s), and may enter into Change Order(s) with the Contractor. The
Local Government will not be reimbursed for any costs of any work performed under a change order
unless MnDOT has notified the Local Government that the subject work is eligible for federal funds
and sufficient federal funds are available.
2.4.7. The Local Government will request approval from MnDOT for all costs in excess of the amount of
federal funds previously approved for the Project(s) prior to incurring such costs. Failure to obtain
such approval may result in such costs being disallowed for reimbursement.
2.4.8. The Local Government will prepare reports, keep records, and perform work so as to meet federal
requirements and to enable MnDOT to collect the federal aid sought by the Local Government.
Required reports are listed in the MnDOT State Aid Manual, Delegated Contract Process Checklist,
available from MnDOT’s authorized representative. The Local Government will retain all records and
reports and allow MnDOT or the FHWA access to such records and reports for six years.
2.4.9. Upon completion of the Project(s), the Project Engineer will determine whether the work will be
accepted.
2.5. Limitations.
2.5.1. The Local Government will comply with all applicable Federal, State, and local laws, ordinances, and
regulations.
2.5.2. Nondiscrimination. It is the policy of the Federal Highway Administration and the State of Minnesota
that no person in the United States will, on the grounds of race, color, or national origin, be excluded
from participation in, be denied the benefits of, or be subjected to discrimination under any program
or activity receiving Federal financial assistance (42 U.S.C. 2000d). Through expansion of the mandate
for nondiscrimination in Title VI and through parallel legislation, the proscribed bases of discrimination
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include race, color, sex, national origin, age, and disability. In addition, the Title VI program has been
extended to cover all programs, activities and services of an entity receiving Federal financial
assistance, whether such programs and activities are Federally assisted or not. Even in the absence of
prior discriminatory practice or usage, a recipient in administering a program or activity to which this
part applies is expected to take affirmative action to assure that no person is excluded from
participation in, or is denied the benefits of, the program or activity on the grounds of race, color,
national origin, sex, age, or disability. It is the responsibility of the Local Government to carry out the
above requirements.
2.5.3. Utilities. The Local Government will treat all public, private or cooperatively owned utility facilities
which directly or indirectly serve the public and which occupy highway rights of way in conformance
with 23 CFR 645 “Utilities”, which is incorporated herein by reference.
2.6. Maintenance. The Local Government assumes full responsibility for the operation and maintenance of any
facility constructed or improved under this Agreement.
3. MnDOT’s Duties
3.1. Acceptance. MnDOT accepts designation as Agent of the Local Government for the receipt and disbursement
of federal funds and will act in accordance herewith.
3.2. Project Activities.
3.2.1. MnDOT will make the necessary requests to the FHWA for authorization to use federal funds for the
Project(s) and for reimbursement of eligible costs pursuant to the terms of this Agreement.
3.2.2. MnDOT will provide to the Local Government copies of the required Federal‐aid clauses to be included
in the bid solicitation and will provide the required Federal‐aid provisions to be included in the Proposal
for Highway Construction.
3.2.3. MnDOT will review and certify the DBE participation and notify the Local Government when certification
is complete. If certification of DBE participation (or good faith efforts to achieve such participation)
cannot be obtained, then Local Government must decide whether to proceed with awarding the
contract. Failure to obtain such certification will result in the Project becoming ineligible for federal
assistance, and the Local Government must make up any shortfall.
3.2.4. MnDOT will provide the required labor postings.
3.3. Authority. MnDOT may withhold federal funds, where MnDOT or the FHWA determines that the Project(s)
was not completed in compliance with federal requirements.
3.4. Inspection. MnDOT, the FHWA, or duly authorized representatives of the state and federal government will
have the right to audit, evaluate and monitor the work performed under this Agreement. The Local
Government will make all books, records, and documents pertaining to the work hereunder available for a
minimum of six years following the closing of the construction contract.
4. Time
4.1. The Local Government must comply with all time requirements described in this Agreement. In the
performance of this Agreement, time is of the essence.
4.2. The period of performance is defined as beginning on the date of federal authorization and ending on the
date defined in the federal financial system or federal agreement (“end date”). No work completed after
the end date will be eligible for federal funding. Local Government must submit all contract close out
paperwork to MnDOT at least twenty‐four months prior to the end date.
5. Payment
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5.1. Cost. The entire cost of the Project(s) is to be paid from federal funds made available by the FHWA and by
other funds provided by the Local Government. The Local Government will pay any part of the cost or
expense of the Project(s) that is not paid by federal funds. MnDOT will receive the federal funds to be paid
by the FHWA for the Project(s), pursuant to Minnesota Statutes § 161.36, Subdivision 2. MnDOT will
reimburse the Local Government, from said federal funds made available to each Project, for each partial
payment request, subject to the availability and limits of those funds.
5.2. Indirect Cost Rate Proposal/Cost Allocation Plan. If the Local Government seeks reimbursement for indirect
costs and has submitted to MnDOT an indirect cost rate proposal or a cost allocation plan, the rate proposed
will be used on a provisional basis. At any time during the period of performance or the final audit of a
Project, MnDOT may audit and adjust the indirect cost rate according to the cost principles in 2 CFR Part
200. MnDOT may adjust associated reimbursements accordingly.
5.3. Reimbursement. The Local Government will prepare partial estimates in accordance with the terms of the
construction contract for the Project(s). The Project Engineer will certify each partial estimate. Following
certification of the partial estimate, the Local Government will make partial payments to the Contractor in
accordance with the terms of the construction contract for the Project(s).
5.3.1. Following certification of the partial estimate, the Local Government may request reimbursement for
costs eligible for federal funds. The Local Government’s request will be made to MnDOT and will
include a copy of the certified partial estimate.
5.3.2. Upon completion of the Project(s), the Local Government will prepare a final estimate in accordance
with the terms of the construction contract for the Project(s). The Project Engineer will certify the
final estimate. Following certification of the final estimate, the Local Government will make the final
payment to the Contractor in accordance with the terms of the construction contract for the
Project(s).
5.3.3. Following certification of the final estimate, the Local Government may request reimbursement for
costs eligible for federal funds. The Local Government’s request will be made to MnDOT and will
include a copy of the certified final estimate along with the required records.
5.3.4. Upon completion of the Project(s), MnDOT will perform a final inspection and verify the federal and
state eligibility of all payment requests. If the Project is found to have been completed in accordance
with the plans and specifications, MnDOT will promptly release any remaining federal funds due the
Local Government for the Project(s). If MnDOT finds that the Local Government has been overpaid,
the Local Government must promptly return any excess funds.
5.3.5. In the event MnDOT does not obtain funding from the Minnesota Legislature or other funding source,
or funding cannot be continued at a sufficient level to allow for the processing of the federal aid
reimbursement requests, the Local Government may continue the work with local funds only, until
such time as MnDOT is able to process the federal aid reimbursement requests.
5.4. Matching Funds. Any cost sharing or matching funds required of the Local Government in this Agreement
must comply with 2 CFR 200.306.
5.5. Federal Funds. Payments under this Agreement will be made from federal funds. The Local Government is
responsible for compliance with all federal requirements imposed on these funds and accepts full financial
responsibility for failure to comply with any federal requirements including, but not limited to, 2 CFR Part
200. If, for any reason, the federal government fails to pay part of the cost or expense incurred by the Local
Government, or in the event the total amount of federal funds is not available, the Local Government will be
responsible for any and all costs or expenses incurred under this Agreement. The Local Government further
agrees to pay any and all lawful claims arising out of or incidental to the performance of the work covered
by this Agreement in the event the federal government does not pay the same.
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5.6. Closeout. The Local Government must liquidate all obligations incurred under this Agreement for each
Project and submit all financial, performance, and other reports as required by the terms of this Agreement
and the Federal award at least twenty‐four months prior to the end date of the period of performance for
each Project. MnDOT will determine, at its sole discretion, whether a closeout audit is required prior to final
payment approval. If a closeout audit is required, final payment will be held until the audit has been
completed. Monitoring of any capital assets acquired with funds will continue following project closeout.
6. Conditions of Payment. All services provided by Local Government under this Agreement must be performed to
MnDOT’s satisfaction, as determined at the sole discretion of MnDOT’s Authorized Representative, and in
accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Local
Government will not receive payment for work found by MnDOT to be unsatisfactory or performed in violation of
federal, state, or local law.
7. Authorized Representatives
7.1. MnDOT's Authorized Representative is:
Name: Kristine Elwood, or her successor.
Title: State Aid Engineer
Phone: 651‐366‐4831
Email: Kristine.elwood@state.mn.us
MnDOT’s Authorized Representative has the responsibility to monitor Local Government’s performance and
the authority to accept the services provided under this Agreement. If the services are satisfactory,
MnDOT's Authorized Representative will certify acceptance on each invoice submitted for payment.
7.2. The Local Government’s Authorized Representative is:
Name: Sarah Cotton or their successor.
Title: Lino Lakes City Administrator
Phone: 651‐982‐2410
Email: SCotton@linolakes.us
If the Local Government’s Authorized Representative changes at any time during this Agreement, the Local
Government will immediately notify MnDOT.
8. Assignment Amendments, Waiver, and Agreement Complete
8.1. Assignment. The Local Government may neither assign nor transfer any rights or obligations under this
Agreement without the prior written consent of MnDOT and a fully executed Assignment Agreement,
executed and approved by the same parties who executed and approved this Agreement, or their successors
in office.
8.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has
been executed and approved by the same parties who executed and approved the original agreement, or
their successors in office.
8.3. Waiver. If MnDOT fails to enforce any provision of this Agreement, that failure does not waive the provision
or MnDOT’s right to subsequently enforce it.
8.4. Agreement Complete. This Agreement contains all negotiations and agreements between MnDOT and the
Local Government. No other understanding regarding this Agreement, whether written or oral, may be used
to bind either party.
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8.5. Severability. If any provision of this Agreement, or the application thereof, is found to be invalid or
unenforceable to any extent, the remainder of the Agreement, including all material provisions and the
application of such provisions, will not be affected and will be enforceable to the greatest extent permitted
by the law.
8.6. Electronic Records and Signatures. The parties agree to contract by electronic means. This includes using
electronic signatures and converting original documents to electronic records.
8.7. Certification. By signing this Agreement, the Local Government certifies that it is not suspended or
debarred from receiving federal or state awards.
9. Liability and Claims
9.1. Tort Liability. Each party is responsible for its own acts and omissions and the results thereof to the extent
authorized by law and will not be responsible for the acts and omissions of any others and the results
thereof. The Minnesota Tort Claims Act, Minnesota Statutes Section 3.736, governs MnDOT liability.
9.2. Claims. The Local Government acknowledges that MnDOT is acting only as the Local Government’s agent
for acceptance and disbursement of federal funds, and not as a principal or co‐principal with respect to the
Project. The Local Government will pay any and all lawful claims arising out of or incidental to the Project
including, without limitation, claims related to contractor selection (including the solicitation, evaluation,
and acceptance or rejection of bids or proposals), acts or omissions in performing the Project work, and any
ultra vires acts. To the extent permitted by law, the Local Government will indemnify, defend (to the
extent permitted by the Minnesota Attorney General), and hold MnDOT harmless from any claims or costs
arising out of or incidental to the Project(s), including reasonable attorney fees incurred by MnDOT. The
Local Government’s indemnification obligation extends to any actions related to the certification of DBE
participation, even if such actions are recommended by MnDOT.
10. Audits
10.1. Under Minn. Stat. § 16C.05, Subd.5, the books, records, documents, and accounting procedures and
practices of the Local Government, or any other party relevant to this Agreement or transaction, are subject
to examination by MnDOT and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of
six years from the end of this Agreement, receipt and approval of all final reports, or the required period of
time to satisfy all state and program retention requirements, whichever is later. The Local Government will
take timely and appropriate action on all deficiencies identified by an audit.
10.2. All requests for reimbursement are subject to audit, at MnDOT’s discretion. The cost principles outlined in 2
CFR 200.400‐.476 will be used to determine whether costs are eligible for reimbursement under this
Agreement.
10.3. If Local Government expends $750,000 or more in Federal Funds during the Local Government’s fiscal year,
the Local Government must have a single audit or program specific audit conducted in accordance with 2
CFR Part 200.
11. Government Data Practices. The Local Government and MnDOT must comply with the Minnesota Government
Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by MnDOT under this Agreement, and as it
applies to all data created, collected, received, stored, used, maintained, or disseminated by the Local
Government under this Agreement. The civil remedies of Minn. Stat. §13.08 apply to the release of the data
referred to in this clause by either the Local Government or MnDOT.
12. Workers Compensation. The Local Government certifies that it is in compliance with Minn. Stat. §176.181, Subd.
2, pertaining to workers’ compensation insurance coverage. The Local Government’s employees and agents will
not be considered MnDOT employees. Any claims that may arise under the Minnesota Workers’ Compensation
Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission
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on the part of these employees are in no way MnDOT’s obligation or responsibility.
13. Governing Law, Jurisdiction, and Venue. Minnesota law, without regard to its choice‐of‐law provisions, governs
this Agreement. Venue for all legal proceedings out of this Agreement, or its breach, must be in the appropriate
state or federal court with competent jurisdiction in Ramsey County, Minnesota.
14. Termination; Suspension
14.1. Termination by MnDOT. MnDOT may terminate this Agreement with or without cause, upon 30 days
written notice to the Local Government. Upon termination, the Local Government will be entitled to
payment, determined on a pro rata basis, for services satisfactorily performed.
14.2. Termination for Cause. MnDOT may immediately terminate this Agreement if MnDOT finds that there has
been a failure to comply with the provisions of this Agreement, that reasonable progress has not been
made, that fraudulent or wasteful activity has occurred, that the Local Government has been convicted of a
criminal offense relating to a state agreement, or that the purposes for which the funds were granted have
not been or will not be fulfilled. MnDOT may take action to protect the interests of MnDOT of Minnesota,
including the refusal to disburse additional funds and/or requiring the return of all or part of the funds
already disbursed.
14.3. Termination for Insufficient Funding. MnDOT may immediately terminate this Agreement if:
14.3.1. It does not obtain funding from the Minnesota Legislature; or
14.3.2. If funding cannot be continued at a level sufficient to allow for the payment of the services covered
here. Termination must be by written or fax notice to the Local Government. MnDOT is not
obligated to pay for any services that are provided after notice and effective date of termination.
However, the Local Government will be entitled to payment, determined on a pro rata basis, for
services satisfactorily performed to the extent that funds are available. MnDOT will not be assessed
any penalty if the Agreement is terminated because of the decision of the Minnesota Legislature, or
other funding source, not to appropriate funds. MnDOT will provide the Local Government notice of
the lack of funding within a reasonable time of MnDOT’s receiving that notice.
14.4. Suspension. MnDOT may immediately suspend this Agreement in the event of a total or partial government
shutdown due to the failure to have an approved budget by the legal deadline. Work performed by the
Local Government during a period of suspension will be deemed unauthorized and undertaken at risk of
non‐payment.
15. Data Disclosure. Under Minn. Stat. § 270C.65, Subd. 3, and other applicable law, the Local Government consents
to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax
identification number, already provided to MnDOT, to federal and state tax agencies and state personnel involved
in the payment of state obligations. These identification numbers may be used in the enforcement of federal and
state tax laws which could result in action requiring the Local Government to file state tax returns and pay
delinquent state tax liabilities, if any.
16. Fund Use Prohibited. The Local Government will not utilize any funds received pursuant to this Agreement to
compensate, either directly or indirectly, any contractor, corporation, partnership, or business, however
organized, which is disqualified or debarred from entering into or receiving a State contract. This restriction
applies regardless of whether the disqualified or debarred party acts in the capacity of a general contractor, a
subcontractor, or as an equipment or material supplier. This restriction does not prevent the Local Government
from utilizing these funds to pay any party who might be disqualified or debarred after the Local Government’s
contract award on this Project.
17. Discrimination Prohibited by Minnesota Statutes §181.59. The Local Government will comply with the provisions
of Minnesota Statutes §181.59 which requires that every contract for or on behalf of the State of Minnesota, or
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any county, city, town, township, school, school district or any other district in the state, for materials, supplies or
construction will contain provisions by which Contractor agrees: 1) That, in the hiring of common or skilled labor
for the performance of any work under any contract, or any subcontract, no Contractor, material supplier or
vendor, will, by reason of race, creed or color, discriminate against the person or persons who are citizens of the
United States or resident aliens who are qualified and available to perform the work to which the employment
relates; 2) That no Contractor, material supplier, or vendor, will, in any manner, discriminate against, or
intimidate, or prevent the employment of any person or persons identified in clause 1 of this section, or on being
hired, prevent or conspire to prevent, the person or persons from the performance of work under any contract on
account of race, creed or color; 3) That a violation of this section is a misdemeanor; and 4) That this contract may
be canceled or terminated by the state of Minnesota, or any county, city, town, township, school, school district or
any other person authorized to contracts for employment, and all money due, or to become due under the
contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this Agreement.
18. Federal Contract Clauses
18.1. Appendix II 2 CFR Part 200. The Local Government agrees to comply with the following federal
requirements as identified in 2 CFR 200, Uniform Administrative Requirements, Cost Principles and Audit
Requirements for Federal Awards, and agrees to pass through these requirements to its subcontractors and
third‐party contractors, as applicable. In addition, the Local Government shall have the same meaning as
“Contractor” in the federal requirements listed below.
18.1.1. Contracts for more than the simplified acquisition threshold, which is the inflation adjusted amount
determined by the Civilian Agency Acquisition Council and the Defense Acquisition Regulations
Council (Councils) as authorized by 41 U.S.C. 1908, must address administrative, contractual, or legal
remedies in instances where contractors violate or breach contract terms, and provide for such
sanctions and penalties as appropriate.
18.1.2. All contracts in excess of $10,000 must address termination for cause and for convenience by the
non‐Federal entity including the manner by which it will be effected and the basis for settlement.
18.1.3. Equal Employment Opportunity. Except as otherwise provided under 41 CFR Part 60, all contracts
that meet the definition of “federally assisted construction contract” in 41 CFR Part 60‐1.3 must
include the equal opportunity clause provided under 41 CFR 60‐1.4(b), in accordance with Executive
Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964‐1965 Comp.,
p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal
Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal
Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.”
18.1.4. Davis‐Bacon Act, as amended (40 U.S.C. 3141‐3148). When required by Federal program legislation,
all prime construction contracts in excess of $2,000 awarded by non‐Federal entities must include a
provision for compliance with the Davis‐Bacon Act (40 U.S.C. 3141‐3144, and 3146‐3148) as
supplemented by Department of Labor regulations (29 CFR Part 5, “Labor Standards Provisions
Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with
the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less
than the prevailing wages specified in a wage determination made by the Secretary of Labor. In
addition, contractors must be required to pay wages not less than once a week. The non‐Federal
entity must place a copy of the current prevailing wage determination issued by the Department of
Labor in each solicitation. The decision to award a contract or subcontract must be conditioned
upon the acceptance of the wage determination. The non‐Federal entity must report all suspected
or reported violations to the Federal awarding agency. The contracts must also include a provision
for compliance with the Copeland “Anti‐Kickback” Act (40 U.S.C. 3145), as supplemented
by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public
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Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”).
The Act provides that each contractor or subrecipient must be prohibited from inducing, by any
means, any person employed in the construction, completion, or repair of public work, to give up
any part of the compensation to which he or she is otherwise entitled. The non‐Federal entity must
report all suspected or reported violations to the Federal awarding agency.
18.1.5. Contract Work Hours and Safety Standards Act (40 U.S.C. 3701‐3708). Where applicable, all
contracts awarded by the non‐Federal entity in excess of $100,000 that involve the employment of
mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as
supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act,
each contractor must be required to compute the wages of every mechanic and laborer on the basis
of a standard work week of 40 hours. Work in excess of the standard work week is permissible
provided that the worker is compensated at a rate of not less than one and a half times the basic
rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40
U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be
required to work in surroundings or under working conditions which are unsanitary, hazardous or
dangerous. These requirements do not apply to the purchases of supplies or materials or articles
ordinarily available on the open market, or contracts for transportation or transmission of
intelligence.
18.1.6. Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition
of “funding agreement” under 37 CFR § 401.2 (a) and the recipient or subrecipient wishes to enter
into a contract with a small business firm or nonprofit organization regarding the substitution of
parties, assignment or performance of experimental, developmental, or research work under that
“funding agreement,” the recipient or subrecipient must comply with the requirements of 37 CFR
Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under
Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations
issued by the awarding agency.
18.1.7. Clean Air Act (42 U.S.C. 7401‐7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251‐
1387), as amended ‐ Contracts and subgrants of amounts in excess of $150,000 must contain a
provision that requires the non‐Federal award to agree to comply with all applicable standards,
orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401‐7671q) and the Federal
Water Pollution Control Act as amended (33 U.S.C. 1251‐1387). Violations must be reported to the
Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).
18.1.8. Debarment and Suspension (Executive Orders 12549 and 12689) ‐ A contract award (see 2 CFR
180.220) must not be made to parties listed on the governmentwide exclusions in the System for
Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement
Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235),
“Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended,
or otherwise excluded by agencies, as well as parties declared ineligible under statutory or
regulatory authority other than Executive Order 12549.
18.1.9. Byrd Anti‐Lobbying Amendment (31 U.S.C. 1352) ‐ Contractors that apply or bid for an award
exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it
will not and has not used Federal appropriated funds to pay any person or organization for
influencing or attempting to influence an officer or employee of any agency, a member of Congress,
officer or employee of Congress, or an employee of a member of Congress in connection with
obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must
also disclose any lobbying with non‐Federal funds that takes place in connection with obtaining any
Federal award. Such disclosures are forwarded from tier to tier up to the non‐Federal award.
MnDOT Contract No. 1052220
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18.1.10. Local Government will comply with 2 CFR § 200.323.
18.1.11. Local Government will comply with 2 CFR § 200.216.
18.1.12. Local Government will comply with 2 CFR § 200.322.
18.2. Drug‐Free Workplace. The Local Government will comply with the Drug‐Free Workplace requirements
under subpart B of 49 C.F.R. Part 32.
18.3. Title VI/Non‐discrimination Assurances. The Local Government hereby agrees that, as a condition of
receiving any Federal financial assistance under this Agreement, it will comply with Title VI of the Civil
Rights Act of 1964 (78 Stat. 252, 42 U.S.C. § 2000d), related nondiscrimination statutes (i.e., 23 U.S.C. § 324,
Section 504 of the Rehabilitation Act of 1973 as amended, and the Age Discrimination Act of 1975), and
applicable regulatory requirements to the end that no person in the United States shall, on the grounds of
race, color, national origin, sex, disability, or age be excluded from participation in, be denied the benefits
of, or otherwise be subjected to discrimination under any program or activity for which the Local
Government receives Federal financial assistance.
The Local Government hereby agrees to comply with all applicable US DOT Standard Title VI/Non‐
Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E,
which can be found at: https://edocs‐
public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=11149035. If federal funds are
included in any contract, the Local Government will ensure the appendices and solicitation language within
the assurances are inserted into contracts as required. State may conduct a review of the Local
Government’s compliance with this provision. The Local Government must cooperate with State
throughout the review process by supplying all requested information and documentation to State, making
Local Government staff and officials available for meetings as requested, and correcting any areas of non‐
compliance as determined by State.
18.4. Buy America. The Local Government must comply with the Buy America domestic preferences contained
in the Build America, Buy America Act (Sections 70901‐52 of the Infrastructure Investment and Jobs
Act, Public Law 117‐58) and as implemented by US DOT operating agencies.
18.5. Federal Funding Accountability and Transparency Act (FFATA)
18.5.1. This Agreement requires the Local Government to provide supplies and/or services that are funded
in whole or in part by federal funds that are subject to FFATA. The Local Government is responsible
for ensuring that all applicable requirements, including but not limited to those set forth herein, of
FFATA are met and that the Local Government provides information to the MnDOT as required.
a. Reporting of Total Compensation of the Local Government’s Executives.
b. The Local Government shall report the names and total compensation of each of its five most
highly compensated executives for the Local Government’s preceding completed fiscal year, if
in the Local Government’s preceding fiscal year it received:
i. 80 percent or more of the Local Government’s annual gross revenues from Federal
procurement contracts and Federal financial assistance subject to the Transparency Act,
as defined at 2 CFR 170.320 (and subawards); and
ii. $25,000,000 or more in annual gross revenues from Federal procurement contracts (and
subcontracts), and Federal financial assistance subject to the Transparency Act (and
subawards); and
iii. The public does not have access to information about the compensation of the
executives through periodic reports filed under section 13(a) or 15(d) of the Securities
MnDOT Contract No. 1052220
12
Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal Revenue
Code of 1986. (To determine if the public has access to the compensation information,
see the U.S. Security and Exchange Commission total compensation filings at
https://www.sec.gov/answers/execomp.htm).
Executive means officers, managing partners, or any other employees in management
positions.
c. Total compensation means the cash and noncash dollar value earned by the executive during
the Local Government’s preceding fiscal year and includes the following (for more information
see 17 CFR 229.402(c)(2)):
i. Salary and bonus.
ii. Awards of stock, stock options, and stock appreciation rights. Use the dollar amount
recognized for financial statement reporting purposes with respect to the fiscal year in
accordance with the Statement of Financial Accounting Standards No. 123 (Revised
2004) (FAS 123R), Shared Based Payments.
iii. Earnings for services under non‐equity incentive plans. This does not include group life,
health, hospitalization or medical reimbursement plans that do not discriminate in favor
of executives, and are available generally to all salaried employees.
iv. Change in pension value. This is the change in present value of defined benefit and
actuarial pension plans.
v. Above‐market earnings on deferred compensation which is not tax qualified.
18.5.2. Other compensation, if the aggregate value of all such other compensation (e.g. severance,
termination payments, value of life insurance paid on behalf of the employee, perquisites or
property) for the executive exceeds $10,000.
18.5.3. The Local Government must report executive total compensation described above to the MnDOT
by the end of the month during which this Agreement is awarded.
18.5.4. The Local Government will obtain a Unique Entity Identifier number and maintain this number for
the term of this Agreement. This number shall be provided to MnDOT on the plan review checklist
submitted with the plans for each Project.
18.5.5. The Local Government’s failure to comply with the above requirements is a material breach of this
Agreement for which the MnDOT may terminate this Agreement for cause. The MnDOT will not be
obligated to pay any outstanding invoice received from the Local Government unless and until the
Local Government is in full compliance with the above requirements.
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MnDOT Contract No. 1052220
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City of Lino Lakes
Local Government certifies that the appropriate
person(s) have executed the contract on behalf of the
Local Government as required by applicable articles,
bylaws, resolutions or ordinances.
By:
Title:
Date:
By:
Title:
Date:
DEPARTMENT OF TRANSPORTATION
By:
Title:
Date:
COMMISSIONER OF ADMINISTRATION
By:
Date:
CITY COUNCIL
AGENDA ITEM 6E
STAFF ORIGINATOR: Michael Grochala, Community Development Director
MEETING DATE: March 27, 2023
TOPIC: Consider Resolution No. 23-29, Authorizing 2024 Environmental
and Natural Resources Trust Fund Application for Water
Stewardship
VOTE REQUIRED: 3/5
INTRODUCTION
Staff is requesting City Council’s authorization to submit a 2024 Environmental and Natural
Resources Trust Fund (ENRTF) application for funding implementation of the Water
Stewardship Program.
BACKGROUND
The City of Lino Lakes municipal water system currently provides drinking water to over
17,000 residents and over 200 businesses. The City draws its public water supply from the
Prairie Du Chien/Jordan Aquifer. Concern over decreasing lake levels of White Bear Lake led
to court imposed restrictions on municipal water appropriation permits and the formation of the
North and East Metro Groundwater Management Area. The DNR identified the area, including
Lino Lakes, as an area of specific concern where groundwater resources are at risk of overuse
and degraded quality.
In 2022 the City wells pumped approximately 625,000,000 gallons to service demand. Our
pumping volumes from November through May averaged 29,000,000 gallons/month.
However, these volumes increased nearly three times to an average of 84,000,000 gallons per
month from June through October. Most of this increase can be attributed to non-domestic use
such as irrigation.
Our greatest opportunity to reduce consumption is to change customer habits. Accordingly
public education is an important component of the City’s water conservation plan. Providing
timelier water use information is critical to this effort. More frequent access to data will allow
residents to self-monitor water use and identify problems sooner and adjust accordingly. While
voluntary, better and timelier information is anticipated to result in a decrease in water use. In
order to do this, additional hardware and software is required.
Staff is currently proposing to implement a tower based radio read system that, coupled with 1
gallon resolution meters, radio transceivers and a customer portal, would ultimately enable real-
time feedback on water use to residents. The system would also provide customer alerts based
on use patterns and provide operating information to water utility staff.
The City’s application to the Environmental and Natural Resources Trust Fund (ENRTF) in
2022, requesting $200,000 for a similar program, was unsuccessful. City staff is proposing a
scaled back Phase 1 implementation that would provide immediate monthly feedback to all
water utility customer while allowing for real time advancement as new meters are added to the
system.
The Phase 1 project would include installation of an antenna and base station for city-wide
continuous data collection, and acquisition of software for analytics and customer portal.
Approximately 1,000 customers (20%) already have the correct radio to begin use of the
system with immediate reads. Additionally, staff is proposing to start citywide monthly reads.
This would provide immediate opportunity for all water customers to access improved data.
The estimated cost of the Phase 1 program is $130,000.
The Legislative-Citizen Commission on Minnesota Resources (LCCMR) is currently accepting
applications for the ENRTF through March 31, 2023. Staff is proposing to submit a request
for $100,000 with a local match of $30,000 to fund the initial capital costs and rollout of the
program. Funding for the local match is included in the water utility operating fund.
Approximately $50,000 is budgeted for technology upgrades.
RECOMMENDATION
Staff is recommending approval of Resolution No. 23-29.
ATTACHMENTS
1. Resolution No. 23-29
CITY OF LINO LAKES
RESOLUTION NO. 23-29
RESOLUTION AUTHORIZING GRANT APPLICATION TO THE MINNESOTA
ENVIRONMENT AND NATURAL RESOURCES TRUST FUND
FOR WATER STEWARDSHIP
WHEREAS, the City of Lino Lakes (“City”) is located within the North and East Metro
Groundwater Management Area, identified by the Minnesota Department of Natural Resources as
an area of specific concern where groundwater resources are at risk of overuse and degraded
quality, and
WHEREAS, the City’s Water Conservation Plan establishes a goal to achieve a decreasing trend
in per capita water use; and
WHEREAS, providing water users with information to assist with and drive behavioral changes
is critical to reducing water use, and
WHEREAS, the Legislative-Citizen Commission on Minnesota Resources (LCCMR) reviews
proposals that aim to protect, conserve, preserve and enhance Minnesota’s air, water, land, fish
wildlife and natural resources. The LCCMR makes funding recommendations to the Minnesota
Legislature from the Environment and Natural Resources Trust Fund (ENRTF).
NOW, THEREFORE BE IT RESOLVED by the City Council of The City of Lino Lakes
that a proposal to the LCCMR requesting funding is supported and hereby approved.
Adopted by the Council of the City of Lino Lakes this 27th day of March, 2023.
The motion for the adoption of the foregoing resolution was introduced by Council Member
_______________and was duly seconded by Council Member ________________ and upon
vote being taken thereon, the following voted in favor thereof:
The following voted against same:
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Hannah Lynch, City Clerk