HomeMy Public PortalAbout03.07.2023 City Council Meeting Packet Posted 3/3/2023 Page 1 of 2
AGENDA FOR THE REGULAR MEETING
OF THE MEDINA CITY COUNCIL
Tuesday, March 7, 2023
7:00 P.M.
Medina City Hall
2052 County Road 24
I. CALL TO ORDER
II. PLEDGE OF ALLEGIANCE
III. ADDITIONS TO THE AGENDA
IV. APPROVAL OF MINUTES
A. Minutes of the February 21, 2023, Work Session Meeting
B. Minutes of the February 21, 2023, Regular City Council Meeting
V. CONSENT AGENDA
A. Approve Hackamore Right of Way Easement Acquisitions
B. Approve Resolution Supporting Housing and Local Decision-Making Authority
C. Approve Ordinance Adopting an Amended Fee Schedule for Clean-Up Day
D. Approve Resolution Authorizing Publication of Ordinance Adopting an Amended Fee Schedule by Title
and Summary
E. Approve Resolution Accepting the Resignation of Part Time Administrative Assistant to the Police
Department Nicole Jacobson
F. Approve Garden Maintenance Services Agreement with Designing Nature
G. Approve Hiring of Accounting Technician
H. Approve Agreement for Elevate Hennepin Programming
I. Approve Amendment to Construction Cooperative Agreement with Hennepin County for Highway
55/County Road 116
VI. COMMENTS
A. From Citizens on Items Not on the Agenda
B. Park Commission
C. Planning Commission
VII. PRESENTATION
A. State Senator Warren Limmer
VIII. NEW BUSINESS
A. Hackamore Road Improvement Project
1. Resolution Approving Plans/Specifications and Authorize the Advertisement for Bids
B. Townline Road South Pavement Rehabilitation Project
1. Resolution Approving the Feasibility Report and Joint Powers Agreement and Ordering the Project
2. Joint Powers Agreement Between the City of Orono, the City of Independence and the City of
Medina
C. Pioneer Highlands
1. Resolution Granting Final Plat Approval
2. Ordinance Establishing the Pioneer Highlands Storm Sewer Improvement Tax District
3. Resolution Authorizing Publication by Title and Summary
4. Development Agreement
IX. CITY ADMINISTRATOR REPORT
X. MAYOR & CITY COUNCIL REPORTS
Meeting Rules of Conduct to Address
the City Council:
• Fill out & turn in comment card
• Give name and address
• Indicate if representing a group
• Limit remarks to 3-5 minutes
Posted 3/3/2023 Page 2 of 2
Page 2 of 2
XI. APPROVAL TO PAY BILLS
XII. ADJOURN
MEMORANDUM
TO: Medina Mayor and City Council
FROM: Scott Johnson, City Administrator
DATE OF REPORT: March 2, 2023
DATE OF MEETING: March 7, 2023
SUBJECT: City Council Meeting Report
V. CONSENT AGENDA
A. Approve Right of Way Easement Acquisitions – The Hackamore Road improvement
plans identify the need for permanent right-of-way and drainage and utility easements
upon certain properties, as well as a series of temporary construction easements to
implement the project. The City Council discussed acquisition of these easements in a
closed session at the February 7, 2023 meeting. Staff has engaged with the owners as
discussed with Council and has drafted agreements with five of the owners, which are
attached for the City Council. Staff recommends approval.
See attached memo and easement agreements.
B. Approve Resolution Supporting Housing and Local Decision-Making Authority – Over
the past few legislative sessions, housing industry groups have attacked city land use
tools and blamed cities for housing market failures. The League of Minnesota Cities
advocates for cities at the Capitol and has requested cities pass the attached resolution in
support of local decision-making authority related to housing and send it to our
legislators to bolster their advocacy efforts.
See attached resolution.
C. Approve Ordnance Adopting an Amended Fee Schedule for Clean-Up Day – Staff
drafted the attached amended fee schedule to reflect updated prices for the April 29th
Clean-Up Day event. Staff recommends approval.
See attached ordinance.
D. Approve Resolution Authorizing Publication of Ordinance Adopting an Amended Fee
Schedule by Title and Summary – Attached is a resolution for summary publication of
the amended fee schedule ordinance. Staff recommends approval.
See attached resolution.
E. Approve Resolution Accepting the Resignation of Part Time Administrative Assistant to
the Police Department Nicole Jacobson – Part-Time Administrative Assistant to the
2
Police Department Nicole Jacobson has resigned from her position. Her last day will be
March 15, 2023. Staff recommends accepting her resignation.
See attached resolution.
F. Approve Garden Maintenance Services Agreement with Designing Nature – Staff
recommends approval of the Garden Maintenance Services Agreement for 2023.
See attached memo and agreement.
G. Approve Hiring of Accounting Technician – On December 6, 2022, Council authorized
staff to recruit to fill the Accounting Technician position. Staff recommends the
appointment of Connie Scheibe to the position of Accounting Technician.
See attached memo.
H. Approve Agreement for Elevate Hennepin Programming – Hennepin County has updated
their business assistance program and has requested an updated agreement with the City
of Medina. The new Elevate Hennepin program will provide services to advance
equitable economic recovery strategies, including small business technical assistance and
specialized consulting for Medina businesses and residents. Staff recommends approval.
See attached agreement.
I. Approve Amendment to Construction Cooperative Agreement with Hennepin County for
Highway 55/County Rd 116 – Right of way costs increased significantly due to litigated
and/or negotiated settlement of right of way acquisitions by Hennepin County for certain
parcels required for the 2017 Highway 55/CR 116 intersection project. Medina’s portion
of right of way costs increased substantially by $384,037.40. Staff has negotiated with
Hennepin County the attached agreement to pay Medina’s portion of the increased cost
over seven years with no interest expense. The payment has been included with the 2023
budget. Staff recommends approval.
See attached agreement.
VII. PRESENTATION
A. State Senator Warren Limmer – Senator Warren Limmer has requested time on the
agenda to provide an update to the City Council regarding the 2023 Legislative Session.
VIII. NEW BUSINESS
A. Hackamore Road Improvement Project – The Hackamore Road Improvement Project was
initiated back in early 2020 with the intention of addressing increased traffic volume,
deteriorating pavement conditions, and pedestrian connectivity along this corridor. The
3
preliminary design efforts allowed both the cities of Medina and Corcoran to coordinate and
partner with multiple development projects to inform critical infrastructure connections,
access to Hackamore Road, securing of right-of-way, and accommodating of the required
stormwater management outside of the roadway corridor. In June of 2022, both cities
authorized final design in anticipation of bidding and construction in 2023. Final plans and
specifications have been prepared for the proposed improvements and the project is ready to
go out to bid. Staff is requesting City Council’s approval of final plans/specifications and
authorization to bid the project.
Potential Motion: Motion to adopt the resolution approving plans/specifications and
authorizing the advertisement for bids.
B. Townline Road South Pavement Rehabilitation Project – The 2023 CIP for street
improvements includes pavement rehabilitation for Townline Road South. Per the
developer agreement for Park Ridge Acres, $5,000.00 for future assessment of Townline
Road is due when the building permit is initiated. To date we have received $85,000.00 in
escrow with five parcels remaining unbuilt. In the end, assessments will cover $110,000.00
of the City’s portion of the project. Juniper Curve will also be addressed per the staff memo.
Medina staff plan to manage this project in-house with some minimal assistance from
engineering and utilizing our street material bids for competitive pricing. A feasibility
report is included in your packet with a complete cost estimate and area map. There is also a
Joint Powers Agreement (JPA) with Orono, Independence and Medina describing each
city’s role in the project. Staff is requesting City Council receive the feasibility report for
the project and approve the JPA agreement.
Potential Motions:
1. Motion to adopt resolution receiving the Townline Road South feasibility report.
2. Motion to adopt resolution receiving the Townline Road South JPA including the
cities of Medina, Orono, and Independence.
C. Pioneer Highlands – On October 18, 2022, the City granted preliminary plat approval to
Onyx Performance Investment, LLC for Pioneer Highlands. The plat proposed to subdivide
one existing lot into four lots. The applicant is now requesting final plat approval.
On January 17, 2023, The City Council conducted a public hearing for the establishment of
the Pioneer Highlands storm sewer improvement tax district. No one spoke at the hearing.
An ordinance is attached for your review. Staff is requesting final review by the City
Council. If the City Council finds that the final plat is consistent with the approved
preliminary plat and that the conditions of preliminary plat have been addressed, the Council
can take the following actions:
Potential Motions:
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1. Move to adopt the resolution granting final plat approval for Pioneer Highlands.
2. Move to adopt the ordinance establishing the Pioneer Highlands Storm Sewer
Improvement Tax District.
3. Move to adopt the resolution authorizing publication by title and summary.
4. Move to approve the Development Agreement by and between the City of Medina and
Onyx Performance Investments, LLC.
XI. APPROVAL TO PAY BILLS
Recommended Motion: Motion to approve the bills, EFT 006735E-006752E for
$80,062.75, and order check numbers 054035-054082 for $907,632.02, payroll EFT
0512537-0512572 for $69,331.48.
INFORMATION PACKET:
• Planning Department Update
• Police Department Update
• Public Works Department Update
• Claims List
Medina City Council Work Session Minutes 1
February 21, 2023
DRAFT 1
MEDINA CITY COUNCIL WORK SESSION MEETING MINUTES 2
OF FEBRUARY 21, 2023 3
4
The City Council of Medina, Minnesota met in work session on February 21, 2023, at 5
6:00 p.m. at the Medina City Hall, 2052 County Road 24, Medina, MN. 6
7
I. Call to Order 8
9
Members present: Martin (virtual attendance), Reid, Albers, Cavanaugh, and 10
DesLauriers 11
Members absent: None 12
Also present: City Administrator Scott Johnson, Planning Director Dusty Finke, 13
Public Safety Director Jason Nelson, City Clerk Caitlyn Walker, and Finance Director 14
Erin Barnhart 15
16
II. Motion to Delegate the Duties to Preside over the Meeting to Council 17
Member Albers 18
19
Cavanaugh made a motion to delegate the duties to preside over the meeting to Council 20
Member Albers. Reid seconded the motion. A roll call vote was performed: 21
22
Albers aye 23
Cavanaugh aye 24
Reid aye 25
Martin aye 26
DesLauriers aye 27
28
Motion passed unanimously. 29
30
III. Medina Investment Brokers Discussion 31
Chris Sullivan of Oppenheimer & Co. Inc. and Mike Meyer of RBC Capital Markets 32
presented on the City’s investment portfolio. Sullivan explained the City’s strategy of 33
using a bond ladder for investments which provides steady returns over time. This is a 34
typical investment strategy for cities. They explained that the City has been seeing 35
unrealized losses on its financial statements due to the market post pandemic. This is also 36
true for other cities and is not unique to Medina. Cavanaugh questioned why the city did 37
not change the bond period when interest rates were very low. Sullivan and Meyer 38
explained a bond ladder is a systematic approach to investing that provides stability over 39
time and removes the need to predict future interest rates. Barnhart explained that when 40
there is additional cash to invest, they do invest in shorter-term certificates of deposit to 41
be able to optimize investments in periods of low interest rates. 42
43
IV. Council Chambers Audio Visual Update 44
Johnson provided an update on the integration of a virtual city council participant in the 45
City Council meetings and the overall audio and visual production of the city council 46
Medina City Council Work Session Minutes 2
February 21, 2023
videos. Johnson explained that staff is researching options to improve the microphone 1
capabilities to improve the audio quality. The Council requested staff also research 2
improvements to the screens in the council chambers to make the presentations more 3
visible. Barnhart explained the City receives franchise and peg fess that can be used to 4
make investments in the technology in the council chambers. 5
6
V. Adjournment 7
DesLauriers made a motion to adjourn the meeting at 6:58 on February 21, 2023. 8
Cavanaugh seconded the motion. A roll call vote was performed: 9
10
Albers aye 11
Cavanaugh aye 12
Reid aye 13
Martin aye 14
DesLauriers aye 15
16
Motion passed unanimously. 17
18
19
_________________________ 20
Kathleen Martin, Mayor 21
Attest: 22
23
24
____________________________ 25
Caitlyn Walker, City Clerk 26
Medina City Council Meeting Minutes
February 21, 2023
1
DRAFT 1
2
MEDINA CITY COUNCIL MEETING MINUTES OF FEBRUARY 21, 2023 3
4
The City Council of Medina, Minnesota met in regular session on February 21, 2023 at 5
7:00 p.m. in the City Hall Chambers. Acting Mayor Albers presided. 6
7
I. ROLL CALL 8
9
Members present: Albers, Cavanaugh, DesLauriers, Martin (virtual), and Reid. 10
11
Members absent: None. 12
13
Also present: City Administrator Scott Johnson, City Clerk Caitlyn Walker, Attorney 14
Dave Anderson, Finance Director Erin Barnhart, City Engineer Jim Stremel, City 15
Planning Director Dusty Finke, Public Works Director Steve Scherer, and Chief of Police 16
Jason Nelson. 17
18
II. MOTION TO DELEGATE DUTIES TO PRESIDE OVER THE MEETING TO 19
COUNCILMEMBER ALBERS (7:00 p.m.) 20
Moved by DesLauriers, seconded by Reid, to delegate duties to preside over the 21
meeting to Councilmember Albers. 22
23
A roll call vote was performed: 24
25
Cavanaugh aye 26
Reid aye 27
Martin aye 28
DesLauriers aye 29
Albers aye 30
31
Motion passed unanimously. 32
33
III. PLEDGE OF ALLEGIANCE (7:01 p.m.) 34
35
IV. ADDITIONS TO THE AGENDA (7:01 p.m.) 36
The agenda was approved as presented. 37
38
V. APPROVAL OF MINUTES (7:01 p.m.) 39
40
A. Approval of the February 7, 2023 Regular City Council Meeting Minutes 41
Moved by Albers, seconded by Cavanaugh, to approve the February 7, 2023 regular 42
City Council meeting minutes as amended. 43
44
A roll call vote was performed: 45
46
Cavanaugh aye 47
Reid aye 48
Martin aye 49
DesLauriers aye 50
Albers aye 51
Medina City Council Meeting Minutes
February 21, 2023
2
1
Motion passed unanimously. 2
3
VI. CONSENT AGENDA (7:02 p.m.) 4
5
A. Approve Renewal of Consumption and Display Permit for American Legion 6
Post 394 7
B. Approve Updated Police Sergeant Job Description and Authorize Internal 8
Recruitment for the Police Sergeant Position 9
C. Approve Brush Grinding Service Agreement with YTS Clearing 10
D. Approve Court Surface Service Agreement with C&H Sport Surfaces 11
E. Approve Street Striping Services Agreement with Sir Lines-A-Lot 12
F. Approve Mill and Paving Services Agreement with GMH Asphalt 13
Corporation 14
G. Approve Curb and Concrete Installation Services Agreement with Schmidt 15
Curb Co. 16
H. Approve Seal Coating Services Agreement with Pearson Brothers, Inc. 17
I. Approve Municipal State Aid Route Addition Request 18
Albers asked if there was a significant increase in price for the brush grinding services. 19
20
Scherer reported that the contractor agreed to hold their price for this year as the project 21
is not that large. He stated that utilization of the wood material by other parties is not as 22
high as it once was. 23
24
Moved by Cavanaugh, seconded by Reid, to approve the consent agenda. 25
26
A roll call vote was performed: 27
28
Cavanaugh aye 29
Reid aye 30
Martin aye 31
DesLauriers aye 32
Albers aye 33
34
Motion passed unanimously. 35
36
VII. COMMENTS (7:05 p.m.) 37
38
A. Comments from Citizens on Items not on the Agenda 39
There were none. 40
41
B. Park Commission 42
Scherer reported that staff has been working on the parking agreement for baseball with 43
the Hamel Athletic Club and have ordered some signs to place in the spring. He stated 44
that he is still determining the cost for other services such as mowing. He stated that the 45
increased rates will be incorporated into the 2023 agreement. He stated that the fence 46
has been ordered and they are working on trees as well. 47
48
Cavanaugh asked if there was resolution reached with the neighboring property owners. 49
50
Medina City Council Meeting Minutes
February 21, 2023
3
Scherer commented that the fence is being put up on the City property and was not 1
aware of any other contact with the property owners. 2
3
C. Planning Commission 4
Albers reported that the Planning Commission did not meet this month. 5
6
Finke commented that the Commission will be meeting in March to review applications 7
that have been submitted. 8
9
VIII. PRESENTATIONS 10
11
A. State Senator Warren Limmer (7:09 p.m.) 12
Johnson stated that this item has been postponed as Senator Limmer was unable to 13
attend. 14
15
IX. NEW BUSINESS 16
17
A. Clydesdale Trail Pavement Rehabilitation Project – Improvement Hearing 18
(7:09 p.m.) 19
Johnson stated that this is a public improvement hearing for the Clydesdale Trail 20
pavement rehabilitation project. 21
22
Scherer provided background information on this project and the progress to date 23
beginning in fall of 2022. He commented that there was not a great turnout for the 24
neighborhood meeting. He reviewed the existing conditions, project cost and funding, 25
assessment methodology/calculations, proposed project process and schedule. 26
27
DesLauriers noted that the sidewalks are not included and asked if that is a consistent 28
process. 29
30
Scherer report that is a trail and the City does not assess for trails. 31
32
DesLauriers noted that unbuildable land will not be assessed and asked for more 33
information. 34
35
Finke replied that would include stormwater ponds and flood mitigation. 36
37
Cavanaugh noted that an undeveloped parcel would need to have stormwater ponding 38
when it develops, so then it could be seen as unfair that the parcel would be assessed 39
the entire amount when stormwater ponding is not included in the calculation for other 40
parcels. 41
42
Finke provided more specific information on the stormwater pond areas on different 43
parcels. He stated that could be considered buildable and wetlands could be considered 44
as unbuildable. He stated that the assessment hearing is not occurring tonight, but 45
these comments will help as the project moves forward and they do allocate 46
assessments. 47
48
Batty commented that the issue before the Council is the improvement hearing. He 49
stated that they do need to discuss the methodology for assessment, but the specific 50
numbers are not provided tonight. He stated that as this moves forward staff would send 51
Medina City Council Meeting Minutes
February 21, 2023
4
out notices of assessment to property owners and therefore guidance on the 1
methodology would be helpful. He stated that staff could bring details relating to the 2
assessment back to the Council for additional review before the notices are sent out. 3
4
Finke provided more details on ponding and wetland areas. He stated that the hearing 5
could still be completed, and the project could be ordered, with staff bringing back the 6
issue of assessment for further discussion. 7
8
Albers opened the public hearing. 9
10
Gary Dean, 550 Clydesdale Trail, asked for clarification on where the project would 11
begin noting that it is close to his property. He stated that he was not aware of the 12
neighborhood meeting. He asked if properties with partial wetland would be billed fully 13
or partially. 14
15
Finke commented that he believes that is a stormwater pond and therefore would be 16
considered as buildable. 17
18
Batty summarized the discussion thus far related to the methodology of assessment and 19
the terms that would still be discussed. 20
21
Finke commented that initially they did include stormwater ponds when they were part of 22
a lot but not counted when the only thing on the property is a stormwater pond. 23
24
Dean asked how an assessment is generally calculated. 25
26
Finke explained that the City would propose to assess 50 percent of the proposed cost 27
and then divide that out using the total square footage to determine the rate per lot. 28
29
Dean asked the initial proposed rate for assessment. 30
31
Finke stated that as shown in the open house presentation, the initial proposed rate for 32
that property would be about $14,100. 33
34
Dean asked the total square footage for the entire project area. 35
36
Finke replied about 50 acres. He noted that the resident’s property is about seven 37
percent of the project area. 38
39
Dean asked the duration of the assessment period. 40
41
Barnhart replied that there is flexibility in the length of the bonding term. She stated that 42
they are discussing a bonding period of ten years explaining that they do not want the 43
term to be longer than the life of the improvement. 44
45
Dean asked how access to his property would be limited during the project. 46
47
Scherer commented that there is only a mill and overlay proposed for that section and 48
therefore access would not be impacted. He stated that there would be a road closure 49
on the other end for a few days when the base is completed. 50
51
Medina City Council Meeting Minutes
February 21, 2023
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Dean asked why that location was determined for the project boundary. 1
2
Scherer reported that the other area had a road improvement project about five years 3
ago as the condition of that segment was in much worse shape at that time. 4
5
Dean asked if there would be any significant interruption for business such as utility 6
disruption. 7
8
Scherer reported that they should not be impacting utilities. 9
10
Dean asked who would be responsible for damage to turf or curb improvements that 11
occur as a result of the project. 12
13
Scherer replied that if there were damage to private property as a result of the project, 14
staff would work with the property owner. 15
16
Dean asked if larger trucks would be able to access property during the project. 17
18
Scherer confirmed that semi-trucks could still access that property during the project. 19
20
Albers closed the public hearing. 21
22
1. Resolution Ordering Project, Approving Plans and Specifications, 23
and Authorizing the Advertisement for Bids 24
Moved by Cavanaugh, seconded by DesLauriers, to adopt resolution ordering the 25
Clydesdale Trail pavement rehabilitation project, approving plans and specifications, and 26
authorizing the advertisement for bids. 27
28
A roll call vote was performed: 29
30
Cavanaugh aye 31
Reid aye 32
Martin aye 33
DesLauriers aye 34
Albers aye 35
36
Motion passed unanimously. 37
38
B. 2023 Road Project Feasibility Reports (7:40 p.m.) 39
Johnson stated that a number of overall projects were included in the CIP for 2023 as 40
listed for this agenda item. He reviewed the proposed assessment rate and action 41
before the Council tonight. He stated that there was a mistake to a draft resolution 42
included in the packet and the updated version has been provided to the Council tonight. 43
44
Scherer reviewed the existing conditions, providing photographs of the deterioration. He 45
provided additional details on the reclamation and paving process as well as details on 46
maintenance that is done on the roads to extend its life. He identified the 2023 road 47
projects proposed noting that the feasibility reports were included in the Council packet. 48
He provided a brief highlight of the proposed projects and timeline. He stated that 49
assessments range from $500 to $3,500 depending on the project area and number of 50
Medina City Council Meeting Minutes
February 21, 2023
6
homes within the project area. He commented that most of this work could be 1
completed by mid-June. 2
3
1. Cheyenne Trail 4
Moved by DesLauriers, seconded by Albers, to adopt resolution receiving the feasibility 5
report and calling for public hearings on the Cheyenne Trail street improvement project 6
and levying special assessments for same. 7
8
A roll call vote was performed: 9
10
Cavanaugh aye 11
Reid aye 12
Martin aye 13
DesLauriers aye 14
Albers aye 15
16
Motion passed unanimously. 17
18
2. Foxberry Farms 19
Moved by DesLauriers, seconded by Albers, to adopt resolution receiving the feasibility 20
report and calling for public hearings on the Foxberry Farms area street improvement 21
project and levying special assessment for same. 22
23
A roll call vote was performed: 24
25
Cavanaugh aye 26
Reid aye 27
Martin aye 28
DesLauriers aye 29
Albers aye 30
31
Motion passed unanimously. 32
33
3. Meadowwoods Trail and Cherokee Road 34
Moved by DesLauriers, seconded by Albers, to adopt resolution receiving the feasibility 35
report and calling for public hearings on the Meadowwoods Trail and Cherokee Road 36
street improvement project and levying special assessments for same. 37
38
A roll call vote was performed: 39
40
Cavanaugh aye 41
Reid aye 42
Martin aye 43
DesLauriers aye 44
Albers aye 45
46
Motion passed unanimously. 47
48
4. Medina Highlands & Clydesdale Trail East 49
Medina City Council Meeting Minutes
February 21, 2023
7
Moved by DesLauriers, seconded by Albers, to adopt resolution receiving the feasibility 1
report and calling for public hearings on the Medina Highlands and Clydesdale Trail East 2
street improvement project and levying special assessments for same. 3
4
A roll call vote was performed: 5
6
Cavanaugh aye 7
Reid aye 8
Martin aye 9
DesLauriers aye 10
Albers aye 11
12
Motion passed unanimously. 13
14
5. Pinto Drive (South of Hamel Road) 15
Moved by DesLauriers, seconded by Albers, to adopt resolution receiving the feasibility 16
report and calling for public hearings on the Pinto Drive (South of Hamel Road) street 17
improvement project and levying special assessments for same. 18
19
A roll call vote was performed: 20
21
Cavanaugh aye 22
Reid aye 23
Martin aye 24
DesLauriers aye 25
Albers aye 26
27
Motion passed unanimously. 28
29
C. Arul Jothi Ramalingam – Lot Combination – 562 Hwy 55 and Tract C 30
(7:54 p.m.) 31
Johnson stated that the applicant has requested a lot combination of two adjacent 32
parcels into one parcel at the location described. 33
34
Finke stated that the existing property is zoned commercial-highway although there is a 35
single-family home on the property. He stated that Tract C includes a driveway that 36
serves the neighboring property through an easement. He stated that the resulting lot 37
would still remain smaller than required after the combination but would bring the lot size 38
closer to the minimum. He stated that historically the City has encouraged the 39
combination of substandard lots and recommends approval as presented. 40
41
1. Resolution Approving Lot Combination of 562 Highway 55 and 42
Adjacent Tract 43
Moved by Reid, seconded by Cavanaugh, to adopt the resolution approving a lot 44
combination as presented. 45
46
A roll call vote was performed: 47
48
Cavanaugh aye 49
Reid aye 50
Martin aye 51
Medina City Council Meeting Minutes
February 21, 2023
8
DesLauriers aye 1
Albers aye 2
3
Motion passed unanimously. 4
5
D. Fee Schedule Update (7:57 p.m.) 6
Johnson stated that staff requests to update two items on the fee schedule and provided 7
a brief summary of the proposed additions. 8
9
1. Ordinance Adopting an Amended Fee Schedule 10
Moved by DesLauriers, seconded by Albers, to adopt the ordinance amending the 2023 11
fee schedule. 12
13
A roll call vote was performed: 14
15
Cavanaugh aye 16
Reid aye 17
Martin aye 18
DesLauriers aye 19
Albers aye 20
21
Motion passed unanimously. 22
23
2. Resolution to Publish Ordinance by Title and Summary 24
Moved by DesLauriers, seconded by Albers, to adopt the resolution authorizing 25
publication of ordinance amending the fee schedule by title and summary. 26
27
A roll call vote was performed: 28
29
Cavanaugh aye 30
Reid aye 31
Martin aye 32
DesLauriers aye 33
Albers aye 34
35
Motion passed unanimously. 36
37
X. CITY ADMINISTRATOR REPORT (7:59 p.m.) 38
Johnson stated that information was included in the Council packet about a CPR training 39
event that will be held at the Long Lake Fire Department. He noted that Martin 40
mentioned showcasing local art/photos at City Hall and stated that he will work on that 41
concept as it has been done by public works. 42
43
Martin stated that the idea would be to feature local artists with pieces capturing the rural 44
character of Medina. 45
46
Cavanaugh suggested requesting photos from the public as that could be a good 47
starting point. 48
49
Johnson confirmed that they would try to work out the process. He stated that there is 50
plenty of space at City Hall for display. 51
Medina City Council Meeting Minutes
February 21, 2023
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1
XI. MAYOR & CITY COUNCIL REPORTS (8:01 p.m.) 2
Albers stated that he had the opportunity to attend the west metro task force luncheon. 3
He stated that it was great to hear some of the stories from the task force. He stated 4
that there were a few things he took note of that could be of concern and provided more 5
details. 6
7
Nelson stated that there are rumors that there are policies within the County Attorney’s 8
Office that will be implemented and provided more details. He noted that the task force 9
has already begun to back off marijuana charges because of the lack of prosecution 10
from the County Attorney’s Office. 11
12
Albers stated that when he heard this information, he was a bit alarmed. He stated that 13
putting a policy together that would blanket the county would not be the best approach. 14
He stated that if the city sent a letter in support or opposition perhaps that would be of 15
assistance. He asked if the Council would be interested in that action. 16
17
The Council confirmed support for the City to draft a letter to the County. 18
19
Johnson stated that he will work with Nelson to draft a letter that he will circulate to the 20
Council. 21
22
XII. APPROVAL TO PAY THE BILLS (8:07 p.m.) 23
Moved by Cavanaugh, seconded by Reid, to approve the bills, EFT 006721E-006734E 24
for $56,266.09, order check numbers 053986-054034 for $823,529.50, and payroll EFT 25
0512506-0512536 for $62,190.68. 26
27
A roll call vote was performed: 28
29
Cavanaugh aye 30
Reid aye 31
Martin aye 32
DesLauriers aye 33
Albers aye 34
35
Motion passed unanimously. 36
37
XIII. ADJOURN 38
Moved by Martin, seconded by Albers, to adjourn the meeting at 8:08 p.m. 39
40
A roll call vote was performed: 41
42
Cavanaugh aye 43
Reid aye 44
Martin aye 45
DesLauriers aye 46
Albers aye 47
48
Motion passed unanimously. 49
50
__________________________________ 51
Medina City Council Meeting Minutes
February 21, 2023
10
Kathleen Martin, Mayor 1
Attest: 2
3
____________________________________ 4
Caitlyn Walker, City Clerk 5
Hackamore Road Improvement Project Page 1 of 2 March 7, 2023
Easement Acquisition City Council Meeting
TO: Mayor Martin and Members of the City Council
FROM: Dusty Finke, Planning Director
DATE: March 2, 2023
MEETING: March 7, 2023 City Council
SUBJECT: Hackamore Road Improvement Project – Easement Agreements
Background
The City Council is scheduled to consider approval of plans and specifications and authorizing
bidding for the Hackamore Road project at the March 7, 2023 meeting.
The plans for the project identify the need for permeant right-of-way and drainage and utility
easements upon certain properties, as well as a series of temporary construction easements to
implement the project.
The City Council discussed acquisition of these easements in a closed session at the February 7,
2023 meeting.
Staff has engaged with the owners as discussed with Council and has drafted agreements with
five of the owners, which are attached for City Council consideration.
PID 01-118-23-22-0003
WSB is still calculating the area of Temporary Construction easements necessary on PID
0111823220003, so the total acquisition cost is not included in the attached agreement. Staff
requests Council approval on the document, with the understanding that a value of $0.55/sq. ft.
will be calculated for the temporary easement area and inserted into the agreement.
Following discussion with the property owner, staff is proposing that the same per sq. ft. value
be paid for the permanent easements on this property as the other four to the east.
The estimated cost for the easements on this property are around $13,000-$15,000 once the area
has been calculated.
435 Hackamore Road
Staff is still in discussions regarding the easements on this property and will provide more
information when available.
MEMORANDUM
Agenda Item #5A
Hackamore Road Improvement Project Page 2 of 2 March 7, 2023
Easement Acquisition City Council Meeting
Recommended Actions
Motion to approve and authorize execution of the easement agreements regarding the following
properties:
• PID 01-118-23-22-0003
• 655 Hackamore Road
• 625 Hackamore Road
• 565 Hackamore Road
• 545 Hackamore Road
1
ME230-788-855479.v1
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT (the “Instrument”) is made and entered into this ___
day of _________________, 2023, by and between Jacalyn Millea and Daniel Millea, married to
each other (collectively, “Grantor”), and the city of Medina, a Minnesota municipal corporation
(the “City”).
Recitals
A. Grantor is fee owner of certain real property located in Hennepin County and legally described
on the attached Exhibit A (the “Property”).
B. The City intends to undertake a public project to improve Hackamore Road (the “Project”), which
is adjacent to the Property.
C. To facilitate the Project, and in exchange for the monetary consideration provided herein, Grantor
desires to grant to the City (i) a permanent easement for public right-of-way over, under, across
and through the portion of the Property legally described on Exhibit B attached hereto (the
“Right-of-Way Easement Area”) and (ii) a temporary construction easement over, under, across
and through the portion of the Property legally described on Exhibit C attached hereto (the
“Temporary Construction Easement Area”), all according to the terms and conditions
contained herein.
D. The Right-of-Way Easement Area and the Temporary Construction Easement Area (collectively,
the “Easement Areas”) are depicted on Exhibit D attached hereto.
Easement Agreement
1. Grant of Easements. In consideration of payment from the City in the amount of $________,
Grantor grants and conveys to the City (i) a permanent, non-exclusive right-of-way easement
over, under, across and through the Right-of-Way Easement Area, and (ii) a temporary
construction easement over, under, across and through the Temporary Construction Easement
Area. Said easements shall take effect upon the City’s payment to Grantor in the amount
provided above, and the City agrees to thereafter record this Instrument in Hennepin County
land records at its sole cost.
2
ME230-788-855479.v1
2. Scope of Easements. The permanent, non-exclusive right-of-way easement granted herein
includes the right of the City, its contractors, agents, and employees to enter the Right-of-Way
Easement Area at all reasonable times for the purpose of locating, constructing, reconstructing,
operating, maintaining, inspecting, altering and repairing therein a public roadway, storm sewer,
sanitary sewer and water facilities, ground surface drainage ways and sidewalk and trail, and other
public facilities or improvements that are not inconsistent with use as a public right-of-way.
The temporary construction easement granted herein includes the right of the City, its contractors,
agents, employees, vehicles and equipment to enter the Temporary Construction Easement Area
at all reasonable times for the purposes of adjacent right-of-way construction, grading, sloping,
restoration purposes, and all purposes ancillary thereto.
The easements granted herein also include the right to cut, trim, or remove from the Easement
Areas any trees, shrubs, or other vegetation as in the City’s judgment unreasonably interfere with
said easements or facilities of the City, its successors or assigns, as well as the right to deposit
earthen materials within the Easement Areas and to move, store, and remove equipment and
supplies, and to perform any other work necessary and incident to the Project.
3. Warranty of Title. Grantor warrants that it owns the Property and has the right, title, and
capacity to convey to the City the easements granted herein.
4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages,
demands, obligations, including penalties and reasonable attorneys’ fees, or losses resulting
from any claims, actions, suits or proceedings based upon a release or threat of release of any
hazardous substances, pollutants, or contaminants which may have existed on, or which relate
to, the Easement Areas or the Property prior to the effective date of this Instrument, unless the
City contributed to such prior release or threat of release.
5. Instrument Runs with the Land; Duration of Temporary Construction Easement. This
Instrument shall run with the title to the Property and shall inure to the benefit of and be binding
upon Grantor and the City and their respective heirs, successors and assigns, including, but not
limited to all subsequent owners of the Property. Notwithstanding the foregoing, the temporary
construction easement granted herein shall automatically terminate upon the earlier of (i) the
completion of the Project and all associated restoration work; or (ii) August 31, 2025.
[Signature Pages to Follow]
3
ME230-788-855479.v1
IN WITNESS WHEREOF the parties hereto have caused this Instrument to be executed
on the day and year first above written.
GRANTOR:
By: ____________________________
Jacalyn Millea
By: ____________________________
Daniel Millea
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Jacalyn Millea and Daniel Millea, married to each other.
________________________________
Notary Public
4
ME230-788-855479.v1
CITY OF MEDINA:
By: ____________________________
Kathleen Martin
Its: Mayor
By: ____________________________
Scott T. Johnson
Its: City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the city.
________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the city.
________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
Kennedy & Graven, Chartered (DTA)
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
A-1
ME230-788-855479.v1
EXHIBIT A
Legal Description of the Property
The Property is located in Hennepin County, Minnesota and legally described as follows:
The North 1/2 of the Northwest Quarter of the Northwest Quarter, except the East 990 feet
thereof, and except that part which lies West of a line parallel with and distant 40 feet East
of the West line, Section 1, Township 118, Range 23, according to the Government Survey
thereof.
(Torrens Property, Certificate No. 1343971)
(Hennepin County PID 0111823220003)
B-1
ME230-788-855479.v1
EXHIBIT B
Legal Description of the Right-of-Way Easement Area
C-1
ME230-788-855479.v1
EXHIBIT C
Legal Description of the Temporary Construction Easement Area
D-1
ME230-788-855479.v1
EXHIBIT D
Depiction of the Easement Areas
1
ME230-788-855572.v1
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT (the “Instrument”) is made and entered into this ___
day of _________________, 2023, by and between Nancy Jean and Roger S. Miller, married to
each other (collectively, “Grantor”), and the city of Medina, a Minnesota municipal corporation
(the “City”).
Recitals
A. Grantor is fee owner of certain real property located in Hennepin County and legally described
on the attached Exhibit A (the “Property”).
B. The City intends to undertake a public project to improve Hackamore Road (the “Project”), which
is adjacent to the Property.
C. To facilitate the Project, and in exchange for the monetary consideration provided herein, Grantor
desires to grant to the City (i) a permanent easement for public right-of-way over, under, across
and through the portion of the Property legally described on Exhibit B attached hereto (the
“Right-of-Way Easement Area”) and (ii) a temporary construction easement over, under, across
and through the portion of the Property legally described on Exhibit C attached hereto (the
“Temporary Construction Easement Area”), all according to the terms and conditions
contained herein.
D. The Right-of-Way Easement Area and the Temporary Construction Easement Area (collectively,
the “Easement Areas”) are depicted on Exhibit D attached hereto.
Easement Agreement
1. Grant of Easements. In consideration of payment from the City in the amount of $17,339.90,
Grantor grants and conveys to the City (i) a permanent, non-exclusive right-of-way easement
over, under, across and through the Right-of-Way Easement Area, and (ii) a temporary
construction easement over, under, across and through the Temporary Construction Easement
Area. Said easements shall take effect upon the City’s payment to Grantor in the amount
provided above, and the City agrees to thereafter record this Instrument in Hennepin County
land records at its sole cost.
2
ME230-788-855572.v1
2. Scope of Easements. The permanent, non-exclusive right-of-way easement granted herein
includes the right of the City, its contractors, agents, and employees to enter the Right-of-Way
Easement Area at all reasonable times for the purpose of locating, constructing, reconstructing,
operating, maintaining, inspecting, altering and repairing therein a public roadway, storm sewer,
sanitary sewer and water facilities, ground surface drainage ways and sidewalk and trail, and other
public facilities or improvements that are not inconsistent with use as a public right-of-way.
The temporary construction easement granted herein includes the right of the City, its contractors,
agents, employees, vehicles and equipment to enter the Temporary Construction Easement Area
at all reasonable times for the purposes of adjacent right-of-way construction, grading, sloping,
restoration purposes, and all purposes ancillary thereto.
The easements granted herein also include the right to cut, trim, or remove from the Easement
Areas any trees, shrubs, or other vegetation as in the City’s judgment unreasonably interfere with
said easements or facilities of the City, its successors or assigns, as well as the right to deposit
earthen materials within the Easement Areas and to move, store, and remove equipment and
supplies, and to perform any other work necessary and incident to the Project.
3. Warranty of Title. Grantor warrants that it owns the Property and has the right, title, and
capacity to convey to the City the easements granted herein.
4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages,
demands, obligations, including penalties and reasonable attorneys’ fees, or losses resulting
from any claims, actions, suits or proceedings based upon a release or threat of release of any
hazardous substances, pollutants, or contaminants which may have existed on, or which relate
to, the Easement Areas or the Property prior to the effective date of this Instrument, unless the
City contributed to such prior release or threat of release.
5. Instrument Runs with the Land; Duration of Temporary Construction Easement. This
Instrument shall run with the title to the Property and shall inure to the benefit of and be binding
upon Grantor and the City and their respective heirs, successors and assigns, including, but not
limited to all subsequent owners of the Property. Notwithstanding the foregoing, the temporary
construction easement granted herein shall automatically terminate upon the earlier of (i) the
completion of the Project and all associated restoration work; or (ii) August 31, 2025.
[Signature Pages to Follow]
3
ME230-788-855572.v1
IN WITNESS WHEREOF the parties hereto have caused this Instrument to be executed
on the day and year first above written.
GRANTOR:
By: ____________________________
Nancy Jean
By: ____________________________
Roger S. Miller
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Nancy Jean and Roger S. Miller, married to each other.
________________________________
Notary Public
4
ME230-788-855572.v1
CITY OF MEDINA:
By: ____________________________
Kathleen Martin
Its: Mayor
By: ____________________________
Scott T. Johnson
Its: City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the city.
________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the city.
________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
Kennedy & Graven, Chartered (DTA)
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
A-1
ME230-788-855572.v1
EXHIBIT A
Legal Description of the Property
The West 660 feet of the East 990 feet of the North 1/2 of the Northwest Quarter of the Northwest
Quarter of Section 1, Township 118, Range 23.
(Torrens Property, Certificate No. 1510131)
(Hennepin County PID 0111823220002)
B-1
ME230-788-855572.v1
EXHIBIT B
Legal Description of the Right-of-Way Easement Area
A permanent easement for right of way purposes over, under and across the north 25.00 feet and
the south 2.00 feet of the north 27.00 feet of the east 176.00 feet of the following described parcel:
The West 660 feet of the East 990 feet of the North 1/2 of the Northwest Quarter of the
Northwest Quarter of Section 1, Township 118 North, Range 23 West, Hennepin County,
Minnesota.
C-1
ME230-788-855572.v1
EXHIBIT C
Legal Description of the Temporary Construction Easement Area
A temporary easement for construction purposes over, under and across the south 9.00 feet of the
north 34.00 feet of the west 68.00 feet and the south 10.00 feet of the north 35.00 feet of the west
42.00 feet of the east 218.00 feet and the south 9.00 feet of the north 36.00 feet of the east 28.00
feet of the following described parcel:
The West 660 feet of the East 990 feet of the North 1/2 of the Northwest Quarter of the
Northwest Quarter of Section 1, Township 118 North, Range 23 West, Hennepin County,
Minnesota.
D-1
ME230-788-855572.v1
EXHIBIT D
Depiction of the Easement Areas
1
ME230-788-855578.v1
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT (the “Instrument”) is made and entered into this ___
day of _________________, 2023, by and between Harry A. Denny and Angela S. Denny, married
to each other (collectively, “Grantor”), and the city of Medina, a Minnesota municipal corporation
(the “City”).
Recitals
A. Grantor is fee owner of certain real property located in Hennepin County and legally described
on the attached Exhibit A (the “Property”).
B. The City intends to undertake a public project to improve Hackamore Road (the “Project”), which
is adjacent to the Property.
C. To facilitate the Project, and in exchange for the monetary consideration provided herein, Grantor
desires to grant to the City (i) a permanent easement for public right-of-way over, under, across
and through the portion of the Property legally described on Exhibit B attached hereto (the
“Right-of-Way Easement Area”), (ii) a permanent drainage and utility easement over, under,
across and through the portion of the Property legally described on Exhibit C attached hereto (the
“D&U Easement Area”), and (iii) a temporary construction easement over, under, across and
through the portion of the Property legally described on Exhibit D attached hereto (the
“Temporary Construction Easement Area”), all according to the terms and conditions
contained herein.
D. The Right-of-Way Easement Area, the D&U Easement Area, and the Temporary Construction
Easement Area (collectively, the “Easement Areas”) are depicted on Exhibit E attached hereto.
Easement Agreement
1. Grant of Easements. In consideration of payment from the City in the amount of $18,346.25,
Grantor grants and conveys to the City (i) a permanent, non-exclusive right-of-way easement
over, under, across and through the Right-of-Way Easement Area, (ii) a permanent, non-exclusive
drainage and utility easement over, under, across and through the D&U Easement Area, and (iii)
a temporary construction easement over, under, across and through the Temporary Construction
Easement Area. Said easements shall take effect upon the City’s payment to Grantor in the
2
ME230-788-855578.v1
amount provided above, and the City agrees to thereafter record this Instrument in Hennepin
County land records at its sole cost.
2. Scope of Easements. The permanent, non-exclusive right-of-way easement granted herein
includes the right of the City, its contractors, agents, and employees to enter the Right-of-Way
Easement Area at all reasonable times for the purpose of locating, constructing, reconstructing,
operating, maintaining, inspecting, altering and repairing therein a public roadway, storm sewer,
sanitary sewer and water facilities, ground surface drainage ways and sidewalk and trail, and other
public facilities or improvements that are not inconsistent with use as a public right-of-way.
The permanent, non-exclusive drainage and utility easement granted herein includes the right of
the City, its contractors, agents, and employees to enter the D&U Easement Area at all reasonable
times for the purpose of locating, constructing, reconstructing, operating, maintaining,
inspecting, altering and repairing public utilities, drainage ways and stormwater facilities.
The temporary construction easement granted herein includes the right of the City, its contractors,
agents, employees, vehicles and equipment to enter the Temporary Construction Easement Area
at all reasonable times for the purposes of adjacent right-of-way construction, grading, sloping,
restoration purposes, and all purposes ancillary thereto.
The easements granted herein also include the right to cut, trim, or remove from the Easement
Areas any trees, shrubs, or other vegetation as in the City’s judgment unreasonably interfere with
said easements or facilities of the City, its successors or assigns, as well as the right to deposit
earthen materials within the Easement Areas and to move, store, and remove equipment and
supplies, and to perform any other work necessary and incident to the Project.
3. Warranty of Title. Grantor warrants that it owns the Property and has the right, title, and
capacity to convey to the City the easements granted herein.
4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages,
demands, obligations, including penalties and reasonable attorneys’ fees, or losses resulting
from any claims, actions, suits or proceedings based upon a release or threat of release of any
hazardous substances, pollutants, or contaminants which may have existed on, or which relate
to, the Easement Areas or the Property prior to the effective date of this Instrument, unless the
City contributed to such prior release or threat of release.
5. Instrument Runs with the Land; Duration of Temporary Construction Easement. This
Instrument shall run with the title to the Property and shall inure to the benefit of and be binding
upon Grantor and the City and their respective heirs, successors and assigns, including, but not
limited to all subsequent owners of the Property. Notwithstanding the foregoing, the temporary
construction easement granted herein shall automatically terminate upon the earlier of (i) the
completion of the Project and all associated restoration work; or (ii) August 31, 2025.
3
ME230-788-855578.v1
IN WITNESS WHEREOF the parties hereto have caused this Instrument to be executed
on the day and year first above written.
GRANTOR:
By: ____________________________
Harry A. Denny
By: ____________________________
Angela S. Denny
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Harry A. Denny and Angela S. Denny, married to each other.
________________________________
Notary Public
4
ME230-788-855578.v1
CITY OF MEDINA:
By: ____________________________
Kathleen Martin
Its: Mayor
By: ____________________________
Scott T. Johnson
Its: City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the city.
________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the city.
________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
Kennedy & Graven, Chartered (DTA)
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
A-1
ME230-788-855578.v1
EXHIBIT A
Legal Description of the Property
The Property is located in Hennepin County, Minnesota and legally described as follows:
The East 330 feet of the North 1/2 of the Northwest Quarter of the Northwest Quarter,
Section 1, Township 118, Range 23.
(Torrens Property, Certificate No. 492512)
(Hennepin County PID 0111823220001)
B-1
ME230-788-855578.v1
EXHIBIT B
Legal Description of the Right-of-Way Easement Area
A permanent easement for right of way purposes over, under and across the north 27.00 feet of the
following described parcel:
The East 330 feet of the North 1/2 of the Northwest Quarter of the Northwest Quarter of
Section 1, Township 118 North, Range 23 West, Hennepin County, Minnesota.
C-1
ME230-788-855578.v1
EXHIBIT C
Legal Description of the D&U Easement Area
A permanent easement for drainage and utility purposes over, under and across the south 9.00 feet
of the north 36.00 feet and the south 6.00 feet of the north 42.00 feet of the east 54.00 feet of the
following described parcel:
The East 330 feet of the North 1/2 of the Northwest Quarter of the Northwest Quarter of
Section 1, Township 118 North, Range 23 West, Hennepin County, Minnesota.
D-1
ME230-788-855578.v1
EXHIBIT D
Legal Description of the Temporary Construction Easement Area
A temporary easement for construction purposes over, under and across the south 8.00 feet of the
north 50.00 feet of the east 54.00 feet of the following described parcel:
The East 330 feet of the North 1/2 of the Northwest Quarter of the Northwest Quarter of
Section 1, Township 118 North, Range 23 West, Hennepin County, Minnesota.
E-1
ME230-788-855578.v1
EXHIBIT E
Depiction of the Easement Areas
1
ME230-788-855633.v1
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT (the “Instrument”) is made and entered into this ___
day of _________________, 2023, by and between Ryan M. Lindell and April D. Lindell, married
to each other (collectively, “Grantor”), and the city of Medina, a Minnesota municipal corporation
(the “City”).
Recitals
A. Grantor is fee owner of certain real property located in Hennepin County and legally described
on the attached Exhibit A (the “Property”).
B. The City intends to undertake a public project to improve Hackamore Road (the “Project”), which
is adjacent to the Property.
C. To facilitate the Project, and in exchange for the monetary consideration provided herein, Grantor
desires to grant to the City (i) a permanent drainage and utility easement over, under, across and
through the portion of the Property legally described on Exhibit B attached hereto (the “D&U
Easement Area”), and (ii) a temporary construction easement over, under, across and through
the portion of the Property legally described on Exhibit C attached hereto (the “Temporary
Construction Easement Area”), all according to the terms and conditions contained herein.
D. The D&U Easement Area and the Temporary Construction Easement Area (collectively, the
“Easement Areas”) are depicted on Exhibit D attached hereto.
Easement Agreement
1. Grant of Easements. In consideration of payment from the City in the amount of $6,000.00,
Grantor grants and conveys to the City (i) a permanent, non-exclusive drainage and utility
easement over, under, across and through the D&U Easement Area, and (ii) a temporary
construction easement over, under, across and through the Temporary Construction Easement
Area. Said easements shall take effect upon the City’s payment to Grantor in the amount
provided above, and the City agrees to thereafter record this Instrument in Hennepin County
land records at its sole cost.
2
ME230-788-855633.v1
2. Scope of Easements. The permanent, non-exclusive drainage and utility easement granted herein
includes the right of the City, its contractors, agents, and employees to enter the D&U Easement
Area at all reasonable times for the purpose of locating, constructing, reconstructing, operating,
maintaining, inspecting, altering and repairing public utilities, drainage ways and stormwater
facilities.
The temporary construction easement granted herein includes the right of the City, its contractors,
agents, employees, vehicles and equipment to enter the Temporary Construction Easement Area
at all reasonable times for the purposes of adjacent right-of-way construction, grading, sloping,
restoration purposes, and all purposes ancillary thereto.
The easements granted herein also include the right to cut, trim, or remove from the Easement
Areas any trees, shrubs, or other vegetation as in the City’s judgment unreasonably interfere with
said easements or facilities of the City, its successors or assigns, as well as the right to deposit
earthen materials within the Easement Areas and to move, store, and remove equipment and
supplies, and to perform any other work necessary and incident to the Project. Notwithstanding
the foregoing, the City agrees to plant one tree on the Property for every one tree that is removed
from the Property to accommodate the Project, and the age, species, and planting location of said
replacement trees shall be determined by the City.
3. Warranty of Title. Grantor warrants that it owns the Property and has the right, title, and
capacity to convey to the City the easements granted herein.
4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages,
demands, obligations, including penalties and reasonable attorneys’ fees, or losses resulting
from any claims, actions, suits or proceedings based upon a release or threat of release of any
hazardous substances, pollutants, or contaminants which may have existed on, or which relate
to, the Easement Areas or the Property prior to the effective date of this Instrument, unless the
City contributed to such prior release or threat of release.
5. Instrument Runs with the Land; Duration of Temporary Construction Easement. This
Instrument shall run with the title to the Property and shall inure to the benefit of and be binding
upon Grantor and the City and their respective heirs, successors and assigns, including, but not
limited to all subsequent owners of the Property. Notwithstanding the foregoing, the temporary
construction easement granted herein shall automatically terminate upon the earlier of (i) the
completion of the Project and all associated restoration work; or (ii) August 31, 2025.
[Signature Pages to Follow]
3
ME230-788-855633.v1
IN WITNESS WHEREOF the parties hereto have caused this Instrument to be executed
on the day and year first above written.
GRANTOR:
By: ____________________________
Ryan M. Lindell
By: ____________________________
April D. Lindell
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Ryan M. Lindell and April D. Lindell, married to each other.
________________________________
Notary Public
4
ME230-788-855633.v1
CITY OF MEDINA:
By: ____________________________
Kathleen Martin
Its: Mayor
By: ____________________________
Scott T. Johnson
Its: City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the city.
________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the city.
________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
Kennedy & Graven, Chartered (DTA)
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
A-1
ME230-788-855633.v1
EXHIBIT A
Legal Description of the Property
Lot 1, Block 1, Gorman Addition, Hennepin County, Minnesota.
(Abstract Property)
(Hennepin County PID 0111823210002)
B-1
ME230-788-855633.v1
EXHIBIT B
Legal Description of the D&U Easement Area
A permanent easement for drainage and utility purposes over, under and across the north 9.00 feet
of Lot 1, Block 1, Gorman Addition, according to the recorded plat thereof, Hennepin County,
Minnesota.
C-1
ME230-788-855633.v1
EXHIBIT C
Legal Description of the Temporary Construction Easement Area
A temporary easement for construction purposes over, under and across the south 8.00 feet of the
north 17.00 feet of Lot 1, Block 1, Gorman Addition, according to the recorded plat thereof,
Hennepin County, Minnesota.
D-1
ME230-788-855633.v1
EXHIBIT D
Depiction of the Easement Areas
1
ME230-788-855619.v1
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT (the “Instrument”) is made and entered into this ___
day of _________________, 2023, by and between Timothy J. Beaupre and Ave Maria Beaupre,
married to each other (collectively, “Grantor”), and the city of Medina, a Minnesota municipal
corporation (the “City”).
Recitals
A. Grantor is fee owner of certain real property located in Hennepin County and legally described
on the attached Exhibit A (the “Property”).
B. The City intends to undertake a public project to improve Hackamore Road (the “Project”), which
is adjacent to the Property.
C. To facilitate the Project, and in exchange for the monetary consideration provided herein, Grantor
desires to grant to the City a permanent drainage and utility easement over, under, across and
through the portion of the Property legally described on Exhibit B attached hereto and depicted
on Exhibit C attached hereto (the “D&U Easement Area”), according to the terms and conditions
contained herein.
Easement Agreement
1. Grant of Easement. In consideration of payment from the City in the amount of $5,018.75,
Grantor grants and conveys to the City a permanent, non-exclusive drainage and utility easement
over, under, across and through the D&U Easement Area. Said easement shall take effect upon
the City’s payment to Grantor in the amount provided above, and the City agrees to thereafter
record this Instrument in Hennepin County land records at its sole cost.
2. Scope of Easement. The permanent, non-exclusive drainage and utility easement granted herein
includes the right of the City, its contractors, agents, and employees to enter the D&U Easement
Area at all reasonable times for the purpose of locating, constructing, reconstructing, operating,
maintaining, inspecting, altering and repairing public utilities, drainage ways and stormwater
facilities. The easement also includes the right to cut, trim, or remove from the D&U Easement
Area any trees, shrubs, or other vegetation as in the City’s judgment unreasonably interfere with
said easement or facilities of the City, its successors or assigns located therein. Notwithstanding
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ME230-788-855619.v1
the foregoing, the City agrees to plant one tree on the Property for every one tree that is removed
from the Property to accommodate the Project, and the age, species, and planting location of said
replacement trees shall be determined by the City.
3. Warranty of Title. Grantor warrants that it owns the Property and has the right, title, and
capacity to convey to the City the easement granted herein.
4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages,
demands, obligations, including penalties and reasonable attorneys’ fees, or losses resulting
from any claims, actions, suits or proceedings based upon a release or threat of release of any
hazardous substances, pollutants, or contaminants which may have existed on, or which relate
to, the D&U Easement Area or the Property prior to the effective date of this Instrument, unless
the City contributed to such prior release or threat of release.
5. Instrument Runs with the Land. This Instrument shall run with the title to the Property and
shall inure to the benefit of and be binding upon Grantor and the City and their respective heirs,
successors and assigns, including, but not limited to all subsequent owners of the Property.
[Signature Pages to Follow]
3
ME230-788-855619.v1
IN WITNESS WHEREOF the parties hereto have caused this Instrument to be executed
on the day and year first above written.
GRANTOR:
By: ____________________________
Timothy J. Beaupre
By: ____________________________
Ave Maria Beaupre
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Timothy J. Beaupre and Ave Maria Beaupre, married to each other.
________________________________
Notary Public
4
ME230-788-855619.v1
CITY OF MEDINA:
By: ____________________________
Kathleen Martin
Its: Mayor
By: ____________________________
Scott T. Johnson
Its: City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the city.
________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the city.
________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
Kennedy & Graven, Chartered (DTA)
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
A-1
ME230-788-855619.v1
EXHIBIT A
Legal Description of the Property
The Property is located in Hennepin County, Minnesota and legally described as follows:
Lot 2, Block 1, Gorman Addition, according to the plat thereof, on file or of record in the
office of the Register of Deeds, in and for said County and said State.
(Abstract Property)
(Hennepin County PID 0111823210003)
B-1
ME230-788-855619.v1
EXHIBIT B
Legal Description of the D&U Easement Area
A permanent easement for drainage and utility purposes over, under and across the north 10.00
feet of Lot 2, Block 1, Gorman Addition, according to the recorded plat thereof, Hennepin County,
Minnesota.
C-1
ME230-788-855619.v1
EXHIBIT C
Depiction of the D&U Easement Area
Resolution No. 2023-XX 1
March 7, 2023
Member introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION NO. 2023-XX
RESOLUTION SUPPORTING HOUSING AND LOCAL DECISION-MAKING
AUTHORITY
WHEREAS, local elected decision-makers are in the best position to determine the
health, safety, and welfare regulations that best serve the unique needs of their constituents; and
WHEREAS, zoning regulation is an important planning tool that benefits communities
economically and socially, improves health and wellness, and helps conserve the environment;
and
WHEREAS, local zoning regulation allows communities to plan for the use of land
transparently, involving residents through public engagement; and
WHEREAS, cities across the state are keenly aware of the distinct housing challenges
facing their communities and they target those local housing challenges with available tools; and
WHEREAS, multiple bills restricting local decision-making related to housing have
been introduced in the 2022-2023 biennium.
NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Medina,
Minnesota that the City supports local decision-making authority and opposes legislation that
restricts the ability for local elected officials to respond to the needs of their communities.
LET IT ALSO BE RESOLVED that this Council supports housing policy that advances
solutions to support full housing spectrum solutions, local innovation, incentives instead of
mandates, and community-specific solutions throughout Minnesota.
Dated: March 7, 2023.
____________________________________
Kathleen Martin, Mayor
ATTEST:
___________________________________
Caitlyn Walker, City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member and
upon vote being taken thereon, the following voted in favor thereof:
Agenda Item #5B
Resolution No. 2023-XX 2
March 7, 2023
And the following voted against same:
Whereupon said resolution was declared duly passed and adopted.
Ordinance No. XXX
March 7, 2023
CITY OF MEDINA
ORDINANCE NO. XXX
AN ORDINANCE ADOPTING AN AMENDED FEE SCHEDULE
The city council of the city of Medina ordains as follows:
Section 1. The 2023 schedule of fees and rates is hereby amended by deleting
the struck through language and adding the underlined language.
The schedule of fees for collecting the following items and materials and
acquisition of trees from the Annual City Clean-up Day shall be:
Accepted Items:
• Scrap Metal .............................................................................. No Charge
• Vehicle Batteries ...................................................................... No Charge
• Anti-freeze ............................................................................... No Charge
• Computer Tower/Laptop/Small Handheld Device .................. No Charge
• Small Kitchen Appliances ........................................................ No Charge
• Large Appliances………………………………………………$5 10 each
• Miscellaneous Electronics ...................................................... $5-10 each
• Computer Monitor ...................................................................... $10 each
• Televisions (small) ...................................................................... $10 each
• Televisions (large flat screen – 27” on up) ................................. $15 each
• Televisions (large tube style – 27” on up) .................................. $25 each
• Counsel & Projection TVs .......................................................... $50 each
• Mattress/Box springs .................................................................. $50 each
• Tires – car or light truck– without rim .......................................... $5 6 each
• Tires – car or light truck – with rim .............................................. $5 8 each
• Tires – semi truck – without rim ................................................. $10 each
• Tires – semi truck – with rim ...................................................... $15 each
• Tires – tractor ........................ $25.00 small/$45.00 medium/$60.00 large
• Dumping by volume (i.e. carpet, furniture/building materials)
……………………………………$10 small load - up to $30 large load
Purchase of Trees .............................................................................. $20 each
Section 2. This ordinance shall become effective upon its adoption and publication.
Adopted by the City Council of the City of Medina this 7th day of March, 2023.
Agenda Item #5C
Ordinance No. XXX
March 7, 2023
Kathleen Martin, Mayor
ATTEST:
Caitlyn Walker, City Clerk
Published in the Crow River News this day of , 2023.
Member _ introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION NO. 2023-XX
RESOLUTION AUTHORIZING PUBLICATION OF
ORDINANCE NO. XXX BY TITLE AND SUMMARY
WHEREAS, the city council of the city of Medina has adopted Ordinance No. XXX
regarding revisions of the city’s fee schedule; and
WHEREAS, Minnesota Statutes, § 412.191, subd. 4, allows publication by title and summary
in the case of lengthy ordinances or those containing charts or maps; and
WHEREAS, the city council believes that the following summary would clearly inform the
public of the intent and effect of the ordinance.
NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Medina that
the City Clerk shall cause the following summary of Ordinance No. XXX to be published in the
official newspaper in lieu of the entire ordinance:
Public Notice
The city council of the city of Medina has adopted Ordinance No. XXX. The ordinance revises
the city’s fee schedule to include fees for Clean-Up Day. The ordinance will not be codified. The full
text of Ordinance No. XXX is available for inspection at Medina city hall during regular business
hours.
BE IT FURTHER RESOLVED by the city council of the city of Medina that the City Clerk
keep a copy of the ordinance at city hall for public inspection and post a full copy of the ordinance
in a public place within the city
Dated: March 7, 2023.
Kathleen Martin, Mayor
ATTEST:
Caitlyn Walker, City Clerk
Agenda Item #5D
The motion for the adoption of the foregoing resolution was duly seconded by member _
upon vote being taken thereon, the following voted in favor thereof:
And the following voted against same:
Whereupon said resolution was declared duly passed and adopted.
Resolution No. 2023-XX
March 7, 2023
Member ____ introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION NO. 2023-XX
RESOLUTION ACCEPTING RESIGNATION OF
PART-TIME ADMINISTRATIVE ASSISTANT TO THE POLICE
DEPARTMENT NICOLE JACOBSON
WHEREAS, Nicole Jacobson began employment with the City of Medina as a Part-Time
Administrative Assistant on October 23, 2018; and
WHEREAS, on February 27, 2023, Nicole Jacobson submitted a letter of resignation from
her position addressed to the Public Safety Director; and
WHEREAS, Nicole Jacobson’s resignation from her position is effective March 15, 2023.
NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Medina that
Nicole Jacobson’s letter of resignation is hereby accepted.
Dated: March 7, 2023.
______________________________
Kathleen Martin, Mayor
ATTEST:
_______________________________
Caitlyn Walker, City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member ______
and upon vote being taken thereon, the following voted in favor thereof:
And the following voted against same:
Whereupon said resolution was declared duly passed and adopted.
Agenda Item #5E
1
TO: Medina Mayor and City Council
FROM: Steve Scherer, Public Works Director
DATE: February 13, 2023
MEETING: February 21, 2023
SUBJECT: Garden Maintenance Service Agreement
Summary
Designing Nature has performed gardening maintenance services for Medina for the past
several years. We are happy with their timely responses and quality work – they are familiar
with our properties, understand my expectations, and require minimal direction. They work
efficiently and have agreed to hold their contract pricing again, through 2024.
Staff Recommendation
Extend the Garden Maintenance Service Agreement with Designing Nature, at a rate of
$31/hour, per person, plus materials, for garden maintenance services described in Exhibit A.
Attachments
• Garden Maintenance Service Agreement
• Garden Maintenance Exhibit A
MEMORANDUM
Agenda Item #5F
1
GARDEN MAINTENANCE SERVICES AGREEMENT
This Agreement is made this 7th day of March 2023, by and between Designing Nature, Inc., 3312
Red Fox Drive, Medina, MN 55340, a Minnesota corporation (the “Contractor”) and the City of
Medina, a Minnesota municipal corporation (the “City”).
Recitals
1. The City has been authorized to enter a contract for garden maintenance services; and
2. The City has approved the contract for garden maintenance services with the Contractor;
and
3. The parties wish to define the scope of services and terms of their agreement.
NOW, THEREFORE, the City and the Contractor agree as follows:
Terms
1.0 SCOPE OF SERVICES. The Contractor will perform garden maintenance services for the
City. “Garden Maintenance Services” will consist of initial clean-up of all garden beds, weeding,
deadheading, and trimming of shrubs where necessary at all City facilities, as well as other areas
specified by the Public Works Director. As part of this contract, the Public Works Director may also
ask the contractor for recommendations on purchase of additional plantings as needed, as well as
dividing plants in the fall to use in the various garden areas. If there is cause for the Contractor to
need larger equipment not normally used in basic gardening, the Public Works Director will work
out additional compensation.
2.0 TERM. The term and prices of this contract shall remain in effect from March 7, 2023, until
November 30, 2024, or until such later date as may be mutually agreed upon.
3.0 COMPENSATION. The City shall compensate the Contractor at a rate of $31/hour, per
person, plus materials, for garden maintenance services described on Exhibit A and above in Scope
of Service. The City is exempt from sales tax.
3.01 The Contractor shall pay for all licenses and permits. These costs shall be
included in the bid cost.
4.0 INDEPENDENT CONTRACTOR.
4.01 Both the Contractor and the City acknowledge and agree that the Contractor
is an independent contractor and not an employee of the City. Any employee or
subcontractor who may perform services for the Contractor in connection with this
Agreement is also not an employee of the City. The Contractor understands that the City
will not provide any benefits of any type in connection with this Agreement, including but
not limited to health or medical insurance, worker’s compensation insurance and
unemployment insurance, nor will the City withhold any state or federal taxes, including
income or payroll taxes, which may be payable by the Contractor.
2
4.02 The Contractor will supply and use its own equipment and tools to complete
the services under this Agreement. If it is determined by the Public Works Director that
additional traffic control is needed, it will be provided by the City.
4.03 The Contractor acknowledges that any general instruction it receives from
the City has no effect on its status as an independent contractor.
5.0 INSURANCE. The Contractor will maintain adequate insurance to protect itself and the
City from claims and liability for injury or damage to persons or property for all work performed by
the Contractor and its respective employees or agents under this Agreement. The Contractor shall
name the City as an additional insured under its commercial general liability policy in limits
acceptable to the City. Prior to performing any services under this Agreement, the Contractor shall
provide evidence to the City that acceptable insurance coverage is effective.
6.0 WORKER’S COMPENSATION.
6.01 The Contractor will comply with the provisions of the Minnesota worker’s
compensation statute as an independent contractor before commencing work under this
Agreement.
6.02 The Contractor will provide its own worker’s compensation insurance and will
provide evidence to the City of such coverage before commencing work under this
Agreement.
7.0 INDEMNIFICATION. The Contractor will hold harmless and indemnify the City, its
officers, employees, and agents, against any and all claims, losses, liabilities, damages, costs, and
expenses (including defense, settlement, and reasonable attorney’s fees) for claims as a result of
bodily injury, loss of life, property damages and any other damages arising out of the Contractor’s
performance under this Agreement.
8.0 PAYMENT AND PERFORMANCE BOND. The Contractor may be asked to provide a
Payment and Performance Bond to the City at no additional cost to the City.
9.0 PRIVATIZATION CLAUSE. Contractor agrees to comply with the Minnesota Government
Data Practices Act (the “Act”) and all other applicable state and federal laws relating to data privacy
or confidentiality. All data created, collected, received, stored, used, maintained, or disseminated by
the Contractor in performing its obligations is subject to the requirements of the Act, and the
Contractor must comply with the requirements of the Act as if the Contractor was a government
entity.
10.0 APPLICABLE LAW. The execution, interpretation, and performance of this Agreement
will, in all respects, be controlled and governed by the laws of Minnesota.
11.0 ASSIGNMENT. The Contractor may not assign this Agreement or procure the services of
another individual or company to provide services under this Agreement without first obtaining the
express written consent of the City.
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12.0 ENTIRE AGREEMENT; AMENDMENTS. This Agreement constitutes the entire
Agreement between the parties, and no other agreement prior to or contemporaneous with this
Agreement shall be effective, except as expressly set forth or incorporated herein. Any purported
amendment to this Agreement is not effective unless it is in writing and executed by both parties.
13.0 NO WAIVER BY CITY. By entering into this Agreement, the City does not waive its
entitlement to any immunity under statute or common law.
14.0 TERMINATION. Either party may terminate this Agreement at any time, for any reason.
If the contract is terminated early, the City will pay a prorated fee for the services performed to date
in that calendar year.
IN WITNESS WHEREOF, the parties have executed this Agreement on the date and year
written above.
CITY OF MEDINA
By _____________________________
Kathleen Martin, Mayor
By ______________________________
Caitlyn Walker, City Clerk
DESIGNING NATURE, INC.
By ______________________________
Garden Maintenance Services - Exhibit A
Garden Maint - Exhibit A 02.03.2023
SCOPE OF SERVICES
Garden Maintenance Services will consist of initial clean-up of all garden beds, weeding, deadheading, and
trimming of shrubs where necessary at all City facilities, as well as other areas specified by the Public Works
Director.
The contractor may make recommendations on the purchase of additional plantings as needed, as well as
dividing plants in the fall to use in other garden beds, or various garden areas. Any such work shall be pre-
authorized by the Public Works Director. The Public Works Director must pre-authorize the expense of any
larger equipment not normally used in basic gardening.
The contractor shall schedule (4) visits per season: spring clean-up, (2) mid-summer check-in’s which include
weeding/trimming; and fall clean-up.
LIST OF GARDENS AND OTHER AREAS
RAIN GARDENS:
• 2-rain gardens - Water Treatment Plant (780 Tower Drive)
• 1-rain garden - Holy Name Park (400 County Road 24)
PLANTINGS UNDER SIGNS AT CITY PARKS:
• 2-signs - Hamel Legion Park (3200 Mill Drive)
• 1-sign - Walnut Park (4653 Walnut Drive)
• 1-sign - Hunter Lions Park (3195 Hunter Drive)
• 1-sign - Lakeshore Park (2975 Lakeshore Avenue)
• 1-sign - Maple Park (4400 Maple Park)
• 1-sign - Holy Name Park (400 County Road 24)
• 1 sign - Rainwater Nature Area (400 Hamel Road)
• 1 sign – The Park at Fields of Medina(400 Hamel Road)
SHRUBS AND PLANTINGS AROUND BUILDINGS:
• Hamel Legion Park (3200 Mill Drive)
o Community Building
o Field House
• Water Treatment Plant (780 Tower Drive)
• City Hall (2052 County Road 24)
• Public Works/Police building (600 Clydesdale Trail)
• Downtown Hamel Plantings (PW Director will call to explain)
1
TO: Medina City Council
FROM: Caitlyn Walker, City Clerk/Assistant to City Administrator
DATE OF REPORT: March 3, 2023
DATE OF MEETING: March 7, 2023
SUBJECT: Accounting Technician Appointment
Background
On December 6, 2022, the City Council authorized staff to begin the recruitment process
to fill the Accounting Technician Position.
Based on the final scoring of applicants, committee interviews, background/reference
checks, we are recommending the appointment of Connie Scheibe to the position of
Accounting Technician. Scheibe has verbally accepted the position with a starting date of
March 30, 2023 contingent on City Council approval.
Appointee Background
Scheibe has over nine years of experience as the Utility Clerk for the City of Loretto. She
has ample experience working with utility billing and accounts payable and receivable.
Scheibe’s educational background includes a Bachelor of Arts Degree in Biology from
Gustavus Adolphus College and has completed the Minnesota Municipal Clerks Institute.
The City of Medina has confidence in her abilities, communication, character, and
problem-solving skills.
Selection Process
• The City Council directed staff to recruit for full-time position on December 6,
2022.
• Advertisements for the position were published through the League of Minnesota
Cities, Crow River News, social media, and the City Website.
• Applications were received, reviewed, and scored by City Clerk Caitlyn Walker.
• The interview was conducted by Erin Barnhart, Jennifer Altendorf, and Caitlyn
Walker on February 24, 2023.
• The Medina Police Department conducted a background check on March 1, 2023,
which she passed.
• Scheibe’s starting date will be March 30, 2023, with an hourly wage (non-
exempt) of $30.81/hr., benefits to be at the same rate as other employees, in
accordance with the City Personnel Policies. Following a six-month probationary
period, Scheibe’s performance will be reviewed, with a positive review, Scheibe
will become a non-probationary employee. Scheibe has been notified that our
recommendation is contingent upon City Council approval.
MEMORANDUM
Agenda Item #5G
2
Recommendation
We recommend the appointment of Connie Scheibe to the position of Accounting
Technician effective March 30, 2023, with an hourly wage (non-exempt) of
$30.81/hr., vacation to begin accruing at 15 days per year, and other benefits to be
at the same rate as other full-time employees, in accordance with the City Personnel
Policies.
Contract A______________
AGREEMENT FOR ELEVATE HENNEPINSM PROGRAMMING
This Agreement (“Agreement”) is between the COUNTY OF HENNEPIN, STATE OF
MINNESOTA, A-2300 Government Center, Minneapolis, Minnesota 55487, on behalf of its
Housing and Economic Development Department, 701 Fourth Avenue South, Suite 400,
Minneapolis, MN 55415 (“COUNTY”) and the City of Medina, 2052 County Road 24, Medina,
MN 55340 (“CITY”), both political subdivisions of the State of Minnesota (“Parties”).
RECITALS
WHEREAS, Hennepin County Board Resolution No. 21-0370 authorized up to $19 million of
pandemic recovery funding, made possible by Federal American Rescue Plan Act, reclassified
by Hennepin County Board Resolution 22-0136 to pandemic recovery activities to be used for
eligible costs, operations, staffing, and services to advance equitable economic recovery
strategies, including small business technical assistance and specialized consulting to address the
needs of businesses impacted by the public health emergency; and
WHEREAS, the Parties recognize a need for inter-governmental cooperation to effectively and
equitably implement, promote and sustain the Elevate HennepinSM program, formerly known as
Elevate BusinessSM (“the Program”), a suite of small business programming that provides
aspiring entrepreneurs and local businesses based in Hennepin County with inclusive access to
professional consulting, a network of over twenty culturally diverse small business technical
experts, and targeted cohort-based programming for businesses at specific stages of growth, all
of which are available through a website that provides one-stop access to a wide variety of
events, trainings, loans, grants, and other small business resources offered by multiple agencies;
and
WHEREAS, this inter-governmental cooperation represents a multijurisdictional program
designed to promote economic development and job creation; and
WHEREAS, the Parties are authorized to enter into this Agreement pursuant to Minnesota
Statute § 383B.79 and other applicable law.
NOW THEREFORE, the Parties agree to cooperate in the implementation and promotion of the
Program as follows:
1. TERM AND COST OF THE AGREEMENT
This Agreement shall commence on March 22, 2023, and expire on December 31, 2024
unless cancelled or terminated earlier in accordance with the provisions herein.
CITY shall pay COUNTY in accordance with this Agreement an annual fee of One
Thousand Twelve Hundred Fifty Dollars and no/100 ($1,250.00) in 2023, and Two
Thousand Five Hundred Dollars and no/100 ($2,500.00) in 2024. The total cost of this
Agenda Item #5H
2
Agreement, including all reimbursable expenses, shall not exceed Three Thousand Seven
Hundred Fifty Dollars and no/100 ($3,750.00).
2. SERVICES TO BE PROVIDED
A. COUNTY shall maintain the Program as described above, offering technical
assistance and cohort programming, available at no-cost to qualifying businesses and
entrepreneurs located in CITY throughout the contract term. COUNTY shall provide
CITY with an annual report documenting the number of business clients served by
the Program, aggregate demographics of business clients, and other Program
information to assist CITY is measuring outcomes.
B. COUNTY shall provide CITY with branding guidelines and communication toolkits
to promote the Program on the CITY’s website, newsletter, social media, and other
communication channels. COUNTY shall promote and recognize CITY as an Elevate
HennepinSM sponsor and include recognition of CITY on the website promoting all
COUNTY Elevate HennepinSM programming.
CITY shall promote Elevate HennepinSM on the CITY’s website, newsletters, social
media, and other forms of communications, as appropriate and following the
directives in Section 19 of this Agreement, and shall follow COUNTY’s branding
guidelines, as directed by COUNTY. CITY shall make best efforts to coordinate
communications with COUNTY and provide a quarterly update on CITY’s
promotional and communication efforts, on a form provided by COUNTY.
C. CITY confirms, transfers, assigns, and conveys to COUNTY all right, title, and
interest in all intellectual property which CITY may create, conceive, develop, or
originate, either individually or jointly with others, and which arises out of the
performance of this Agreement, including but not limited to copyrights, patents, trade
secrets, trademarks, service marks, and rights in data or other technology
(“Intellectual Property Rights”). As applicable, all works of authorship created by
CITY for COUNTY in performance of this Agreement shall be considered “works
made for hire” as defined in the U.S. Copyright Act. CITY shall, upon request of
COUNTY, execute all papers and perform all other acts necessary to assist COUNTY
to establish, protect, and preserve COUNTY’s Intellectual Property Rights.
For clarification, each party shall retain ownership of intellectual property developed
prior to or outside of this Agreement (“Pre-existing IP”). However, and as applicable,
COUNTY grants CITY a royalty-free license to use COUNTY’s Elevate HennepinSM
IP solely for the purposes and duration of this Agreement. Any use of the Elevate
HennepinSM name and/or IP that is not expressly permitted by this Agreement
(including without limitation any use of the Elevate HennepinSM name or IP in
connection with products sold under any third-party private label) is prohibited
without the prior written consent of COUNTY. CITY recognizes and acknowledges
that all right, title, and interest in and to the Elevate HennepinSM and Elevate
3
HennepinSM IP is the property of COUNTY. The Elevate HennepinSM name and
Elevate HennepinSM IP are provided on an “as is” basis.
D. CITY agrees that it will immediately cease all use of the Elevate HennepinSM name
and any Elevate HennepinSM IP upon termination of this Agreement.
E. Should COUNTY rename or rebrand the Elevate HennepinSM Program at any point as
described in Section 12.B., the terms and obligations under this Section remain in
force and will be applicable to the Program IP under COUNTY’s chosen name or
brand.
3. PAYMENT FOR SERVICES
COUNTY shall invoice CITY on an annual basis by December 15. CITY shall provide
payment by the end of each calendar year. In the event this Agreement is terminated early
by either party in accordance with this Agreement, CITY shall be responsible for payment
to COUNTY of a portion of any unpaid annual cost, prorated through the date notice of
termination was provided.
4. CONTRACT ADMINISTRATION
To coordinate the services of COUNTY and CITY so as to accomplish the purposes of this
Agreement, Dusty Finke, Planning Director, 2052 County Road 24, Medina, MN 55340,
or successor (“Contract Administrator”), shall manage this Agreement on behalf of CITY
and serve as liaison between CITY and COUNTY.
Patricia Fitzgerald, Community and Economic Development Director, Hennepin County
Housing and Economic Development, 701 4th Avenue South, Suite 400, Minneapolis, MN
55415, or successor, shall manage the Agreement on behalf of COUNTY.
5. INDEPENDENT CONTRACTORS
CITY and COUNTY shall select the means, method, and manner of performing the
services. Nothing is intended nor should be construed as creating or establishing the
relationship of a partnership or a joint venture between the parties or as constituting CITY
as the agent, representative, or employee of COUNTY for any purpose. CITY and
COUNTY are and shall remain independent contractors for all services performed under
this Agreement. CITY and COUNTY shall secure at their own expense all personnel
required in performing services under this Agreement. CITY’s personnel and/or
subcontractors engaged to perform any work or services required by this Agreement will
have no contractual relationship with COUNTY and will not be considered employees of
COUNTY. COUNTY shall not be responsible for any claims related to or on behalf of any
of CITY’s personnel, including without limitation, claims that arise out of employment or
alleged employment under the Minnesota Unemployment Insurance Law (Minnesota
Statutes Chapter 268) or the Minnesota Workers’ Compensation Act (Minnesota Statutes
4
Chapter 176) or claims of discrimination arising out of applicable law, against CITY, its
officers, agents, contractors, or employees. Such personnel or other persons shall neither
accrue nor be entitled to any compensation, rights, or benefits of any kind from COUNTY,
including, without limitation, tenure rights, medical and hospital care, sick and vacation
leave, workers’ compensation, unemployment compensation, disability, severance pay, and
retirement benefits.
6. RECORDS – AVAILABILITY/ACCESS
Subject to the requirements of Minnesota Statutes section 16C.05, subd. 5, COUNTY,
CITY, the State Auditor, or any of their authorized representatives, at any time during
normal business hours, and as often as they may reasonably deem necessary, shall have
access to and the right to examine, audit, excerpt, and transcribe any books, documents,
papers, records, etc. which are pertinent to the accounting procedures and practices of the
parties and involve transactions relating to this Agreement. The parties shall maintain these
materials and allow access during the period of this Agreement and for six (6) years after
its expiration, cancellation, or termination.
7. DEFAULT AND CANCELLATION/TERMINATION
Notwithstanding any provision of this Agreement, either Party may withdraw from this
Agreement before the expiration date of December 31, 2024. Notice shall be effective upon
delivery to the contact managers for each Party listed in Section 4 of this Agreement of a
copy of the resolution of the Party’s governing body, or a copy of the Party’s appropriate
administrative authority, indicating its intent to withdraw from this Agreement.
If CITY or COUNTY fails to perform any of the provisions of this Agreement, fails to
administer the work so as to endanger the performance of the Agreement or otherwise
breaches or fails to comply with any of the terms of this Agreement, that Party shall be in
default. Unless the default is excused in writing by the non-defaulting Party, the non-
defaulting Party may upon written notice immediately cancel or terminate this Agreement
in its entirety.
Each Party shall attempt to resolve disputes related to this Agreement in good faith.
8. INDEMNIFICATION
Each Party to this Agreement shall be liable for its own acts and the results thereof to the
extent authorized by law and shall not be responsible for the acts of the other Party, its
officers, employees or agents. Each Party hereby agrees to indemnify, hold harmless and
defend the other, its officers, employees or agents, against any and all liability, loss, costs,
damages, expenses, claims or actions, including attorney’s fees which the other Party, its
officers, employees or agents may sustain, incur or be required to pay, arising out of or by
reason of any act or omission of the indemnifying Party, its officers, employees or agents,
in the execution, performance, or failure to adequately perform its obligations pursuant to
5
this Agreement. Liability of the Parties shall be governed by the provisions of the
Municipal Tort Claims Act, Minn. Stat. Ch. 466, and other applicable laws.
Under no circumstances, however, shall a Party be required to pay on behalf of itself and
the other Party, any amounts in excess of the limits on liability established in Minnesota
Municipal Tort Liability Act, Minn. Stat. Ch. 466, applicable to any one Party. The limits
of liability for one or both of the Parties may not be added together to determine the
maximum amount of liability for any Party.
9. INSURANCE
Each Party shall maintain public liability coverage protecting itself, its Board, officers,
agents, employees and duly authorized volunteers against any unusual and customary
public liability claims in amounts which shall, at a minimum, comply with Minn. Stat. §
466.04 and the Workers’ Compensation law and shall be in accordance with Minnesota
statutory requirements. Said policies shall be kept in effect during the entire term of this
Agreement. The Parties may satisfy this requirement through a program of self-insurance.
10. DATA PRIVACY
A. The Parties, their agents, employees, and any of their subcontractors, in providing all
services hereunder, agree to abide by the provisions of the Minnesota Government
Data Practices Act (MGDPA), Minn. Stat. Ch. 13, as amended, and Minn. Rules
promulgated pursuant to chapter 13. Each Party shall promptly notify the other if
either Party becomes aware of any potential claims, or facts giving rise to such
claims, under the MGDPA or other data, data security, privacy or confidentiality
laws, related to services performed under this Agreement.
B. In addition to the foregoing MGDPA and other applicable law obligations, CITY
shall comply with the following duties and obligations regarding County Data and
County Systems (as each term is defined herein). As used herein, “County Data”
means any data or information, and any copies thereof, created by CITY or acquired
by CITY from or through COUNTY pursuant to this Agreement, including but not
limited to handwriting, typewriting, printing, photocopying, photographing, facsimile
transmitting, and every other means of recording any form of communication or
representation, including electronic media, email, letters, works, pictures, drawings,
sounds, videos, or symbols, or combinations thereof.
If CITY has access to or possession/control of County Data, CITY shall safeguard
and protect the County Data in accordance with generally accepted industry
standards, all laws, and all then applicable COUNTY policies, procedures, rules and
directions. To the extent of any inconsistency between accepted industry standards
and such COUNTY policies, procedures, rules and directions, CITY shall notify
COUNTY of the inconsistency and follow COUNTY direction. CITY shall
immediately notify COUNTY of any known or suspected security breach or
unauthorized access to County Data, then comply with all responsive directions
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provided by COUNTY. The foregoing shall not be construed as eliminating, limiting
or otherwise modifying CITY’s indemnification obligations herein.
C. INTENTIONALLY OMITTED.
D. Upon expiration, cancellation or termination of this Agreement:
(1) At the discretion of COUNTY and as specified in writing by the Contract
Administrator, CITY shall deliver to the Contract Administrator all County Data
so specified by COUNTY.
(2) COUNTY shall have full ownership and control of all such County Data. If
COUNTY permits CITY to retain copies of the County Data, CITY shall not,
without the prior written consent of COUNTY or unless required by law, use
any of the County Data for any purpose or in any manner whatsoever; shall not
assign, license, loan, sell, copyright, patent and/or transfer any or all of such
County Data; and shall not do anything which in the opinion of COUNTY
would affect COUNTY’s ownership and/or control of such County Data.
(3) Except to the extent required by law or as agreed to by COUNTY, CITY shall
not retain any County Data that are confidential, protected, privileged, not
public, nonpublic, or private, as those classifications are determined pursuant to
applicable law. In addition, CITY shall, upon COUNTY’s request, certify
destruction of any County Data so specified by COUNTY.
11. SUCCESSORS, SUBCONTRACTING AND ASSIGNMENTS
A. CITY and COUNTY each bind themselves, their partners, successors, assigns and
legal representatives to each other for all covenants, agreements and obligations
herein.
B. Neither CITY nor COUNTY shall assign, transfer or pledge this Agreement and/or
the services to be performed, whether in whole or in part, nor assign any monies due
or to become due to it without the prior written consent of the other Party.
Permission to assign, however, shall under no circumstances relieve the assigning
Party of its liabilities and obligations under the Agreement. Nothing in this
Agreement shall prevent COUNTY from renaming or rebranding the Elevate
HennepinSM Program during or after the term of this Agreement, and such renaming
or rebranding will not affect the obligations of the Parties or the terms of this
Agreement.
C. CITY shall not subcontract this Agreement and/or the services to be performed,
whether in whole or in part, without the prior written consent of COUNTY.
Permission to subcontract, however, shall under no circumstances relieve CITY of its
liabilities and obligations under the Agreement. Further, each Party shall be fully
responsible for the acts, omissions, and failure of its subcontractors in the
7
performance of the specified contractual services, and of person(s) directly or
indirectly employed by subcontractors. Contracts between either Party and each of
their subcontractors shall require that the subcontractor’s services be performed in
accordance with this Agreement. The Parties shall make contracts between them and
any subcontractors available upon request from the other Party.
12. MERGER, MODIFICATION AND SEVERABILITY
The entire Agreement between the Parties is contained herein and supersedes all oral
agreements and negotiations between the parties relating to the subject matter. All items
that are referenced or that are attached are incorporated and made a part of this Agreement.
If there is any conflict between the terms of this Agreement and referenced or attached
items, the terms of this Agreement shall prevail. The Parties are each bound by their own
electronic signature(s) on this Agreement, and each agrees and accepts the electronic
signature of the other party.
Any alterations, variations or modifications of the provisions of this Agreement shall only
be valid when they have been reduced to writing as an amendment to this Agreement
signed by the Parties. Except as expressly provided, the substantive legal terms contained
in this Agreement, including but not limited to Indemnification, Insurance, Merger,
Modification and Severability, Termination or Minnesota Law Governs may not be altered,
varied, modified or waived by any change order, implementation plan, scope of work,
development specification or other development process or document.
If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining
provisions will not be affected.
13. DUTY TO NOTIFY
Each Party shall promptly notify the other of any demand, claim, action, cause of action or
litigation brought against either Party, its employees, officers, agents or subcontractors,
which arises out of the services described in this Agreement. Each Party shall also notify
the other whenever a party has a reasonable basis for believing that it and/or its employees,
officers, agents or subcontractors, and/or the other party, might become the subject of a
demand, claim, action, cause of action, administrative action, criminal arrest, criminal
charge or litigation arising out of and/or related to the services described in this Agreement.
14. SURVIVAL OF PROVISIONS
Provisions that by their nature are intended to survive the term, cancellation or termination
of this Agreement do survive such term, cancellation or termination. Such provisions
include but are not limited to: SERVICES TO BE PROVIDED (as to ownership of
property); INDEPENDENT CONTRACTORS; INDEMNIFICATION; INSURANCE;
DUTY TO NOTIFY; DATA PRIVACY AND SECURITY; RECORDS-
AVAILABILITY/ACCESS; DEFAULT AND CANCELLATION/TERMINATION;
MEDIA OUTREACH; and MINNESOTA LAW GOVERNS.
8
15. COMPLIANCE AND NON-DEBARMENT CERTIFICATION
A. Each Party shall comply with all applicable law, conditions of any funding sources,
regulations, rules and ordinances currently in force or later enacted.
B. Each Party certifies that it is not prohibited from doing business with either the
federal government or the state of Minnesota as a result of debarment or suspension
proceedings. Both Parties shall immediately notify the other if that Party is debarred
or suspended during the term of this Agreement.
16. NOTICES
Unless the Parties otherwise agree in writing, any notice or demand which must be given or
made by a Party under this Agreement or any statute or ordinance shall be in writing and
shall be sent registered or certified mail. Notices to COUNTY shall be sent to the County
Administrator with a copy to the originating COUNTY department at the address given in
Section 4 of this Agreement. Notice to CITY shall be sent to the address stated in Section
4 of this Agreement.
17. CONFLICTS OF INTEREST
Each Party affirms that to the best of its knowledge, its involvement in this Agreement does
not result in a conflict or potential conflict of interest with any Party or entity which may
be affected by the terms of this Agreement. Should any conflict or potential conflict of
interest become known to either Party, that Party shall immediately notify the other of the
conflict or potential conflict, specifying the part of this Agreement giving rise to the
conflict or potential conflict, and advise the other Party whether it will or will not resign
from the other engagement or representation. Unless waived by the non-conflicted Party, a
conflict or potential conflict may, in the non-conflicted Party’s discretion, be cause for
cancellation or termination of this Agreement.
18. MEDIA OUTREACH
COUNTY shall provide media toolkits including, but not limited to, sample social media
posts to CITY. COUNTY shall also provide Program brand guidance to CITY, which
CITY shall follow. For clarification and not limitation, all Outreach shall be provided by
COUNTY prior to publication or release. As used herein, the term “Outreach” shall mean
all media, social media, news releases, external facing communications, advertising,
marketing, promotions, client lists, civic/community events or opportunities, and/or other
forms of outreach created for CITY pursuant to this Agreement that reference or otherwise
use the term “Hennepin County” or any derivative thereof; or (ii) that directly or indirectly
relate to, reference, or concern the County of Hennepin, this Agreement, the services
9
performed hereunder, or COUNTY personnel, including but not limited to COUNTY
employees and elected officials.
19. MINNESOTA LAWS GOVERN
The laws of the state of Minnesota shall govern all questions and interpretations concerning
the validity and construction of this Agreement and the legal relations between the parties
and their performance. The appropriate venue and jurisdiction for any litigation will be
those courts located within the County of Hennepin, state of Minnesota. Litigation,
however, in the federal courts involving the parties will be in the appropriate federal court
within the state of Minnesota.
COUNTY ADMINISTRATOR APPROVAL
Reviewed for COUNTY by
the County Attorney's Office:
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Reviewed for COUNTY by:
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Document Assembled by:
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COUNTY OF HENNEPIN
STATE OF MINNESOTA
By:
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Kathleen Martin, Mayor
Scott T. Johnson, City Administrator
10
(A2211271) Amendment No. 1 to
Agreement No. PW 67-36-16
County Project No. 2091800
CSAH No. 115
City of Medina
County of Hennepin
- 1 -_____
AMENDMENT NO. 1 TO CONSTRUCTION
COOPERATIVE AGREEMENT NO. PW 67-36-16
THIS AMENDMENT No. 1 is made between the County of Hennepin, a body politic and corporate
under the laws of the State of Minnesota, hereinafter referred to as the "County", and the City of
Medina, a municipal corporation in the state of Minnesota, hereinafter referred to as the "City", and
collectively the “Parties”. This Amendment No. 1 is effective as of the date of the final signature.
WITNESSETH:
WHEREAS, the County and the City previously entered into Hennepin County Agreement No.
PW 67-36-16 on April 11, 2017 (the “Agreement”) for cost participation and maintenance responsibilities
relating to the reconstruction of County State Aid Highway (CSAH) 115/County Road 116 (Pinto Drive)
from Tower Drive to 900 feet north of Clydesdale Trail, and improvements on the intersection of CSAH
115 at trunk Highway (TH) 55 and at Clydesdale Trail, County Project, (CP) 2091800, hereinafter
referred to as the “Project”; and
WHEREAS, the Agreement provides for the City’s cost participation in the Project for contract
construction costs, associated design engineering fees, construction administration fees, and right of way
acquisition costs (the latter, “ROW Costs”); and
WHEREAS, the Project was eligible for federal funds and the City’s share of ROW Costs were
considered eligible for federal cost participation which reduced the City’s share of estimated ROW Costs
by $202,328 from the initial estimated amount of $400,000 to a revised estimated amount of $197,672
and the City has reimbursed the County for the City’s share of adjusted ROW Costs in the amount of
$197,672 as provided in the Agreement; and
WHEREAS, Section IV of the Agreement stipulates that the City shall reimburse the County for
fifty (50) percent of the final cost of the additional right of way, permits, and/or easements required to
construct the Project, and
WHEREAS, due to litigated and/or negotiated settlement of right of way acquisitions for certain
parcels required for the Project, the City’s share of ROW Costs have increased to the final amount of
$581,709.40 not including the $202,328 in federal funding applied toward the City’s share of such ROW
Costs; and
WHEREAS, the County has heretofore received $197,672 in ROW Costs reimbursement from the
City; therefore, an additional $384,037.40 is due from the City for ROW Costs; and
WHEREAS, to facilitate reimbursement for the remaining ROW Costs ($384,037.40) due from the
City, the Parties hereto, therefore, desire to amend the Agreement as hereinafter set forth.
Agenda Item #5I
(A2211271) Amendment No. 1 to
Agreement No. PW 67-36-16
CSAH 115; CP 2091800
- 2 - _____
NOW THEREFORE, IT IS HEREBY AGREED:
I
Section IV of the Agreement, the third paragraph under said Section is hereby amended to read
as follows:
“
The City shall reimburse the County for fifty percent (50%) of the total final costs of
right of way acquisition incurred by the County for construction of the Project. The
final amount of the City’s share in said right of way acquisition costs is calculated to be
$581,709.40 after applying federal cost participation to the City’s share. The City to
date has reimbursed the County for its share of right of way costs in the amount of
$197,672 which brings the remaining balance due from the City to $384,037.40
(“Remaining ROW Costs”). No additional costs for acquisition, right-of-way, permits,
and/or easements required for the Project are contemplated or will otherwise be owed to
the County.
Notwithstanding any other provision to the contrary, the City shall pay the Remaining
ROW Costs in full to the County. The Parties understand and agree that the City shall
reimburse the County for the Remaining ROW Costs as stipulated in the following
payment terms.
• The Remaining ROW Costs shall be paid by the City to the County during the
first quarter of each year for a period of seven (7) years (“Payment Plan”). The
first payment for the first year of the Payment Plan shall, however, be paid to the
County in the third quarter of 2023. The Payment Plan shall have zero (0)
interest incurred to the City and the Payment Plan shall commence on August 1,
2023.
• The first payment of $20,833.22 is anticipated to be invoiced on August 1, 2023,
and the last payment of $60,534.03 is anticipated to be invoiced on February 1,
2029. A total of seven annual payments will be invoiced as provided in the table
below.
• Payment Plan Table:
No. of
Payment
Invoice Date Amount Due
1 08/01/2023 $20,833.22
2 02/01/2024 $60,534.03
3 02/01/2025 $60,534.03
4 02/01/2026 $60,534.03
5 02/01/2027 $60,534.03
6 02/01/2028 $60,534.03
7 02/01/2029 $60,534.03
”
(A2211271) Amendment No. 1 to
Agreement No. PW 67-36-16
CSAH 115; CP 2091800
- 3 - _____
Except as provided herein, all terms and conditions in said Agreement No. PW 67-36-16,
including any prior amendments, thereto shall remain in full force and effect.
(this space left intentionally blank)
(A2211271) Amendment No. 1 to
Agreement No. PW 67-36-16
CSAH 115; CP 2091800
- 4 - _____
IN TESTIMONY WHEREOF, the Parties hereto have caused this Amendment No. 1 to be executed
by their respective duly authorized officers and agree to be bound by the provisions herein set forth.
CITY OF MEDINA
(Seal) By:
Mayor
Date:
And:
City Administrator
Date:
COUNTY OF HENNEPIN
REVIEWED BY
THE COUNTY ATTORNEY’S OFFICE: By:
County Administrator
By: Date:
Assistant County Attorney
Date: And:
Assistant County Administrator, Public Works
Date:
REVIEWED:
By: _______________________________ RECOMMENDED FOR APPROVAL
Sheri Selton
Date: By:
County Highway Engineer
Date:
Hackamore Road Improvement Project Page 1 of 2 March 7, 2023
Approve Plans/Specs – Authorize Bidding City Council Meeting
TO: Mayor Martin and Members of the City Council
FROM: Dusty Finke, Medina Planning Director
DATE: February 28, 2023
MEETING: March 7, 2023 Medina City Council
SUBJECT: Hackamore Road Improvement Project – Approve Plans and Specifications
and Authorize Bidding
Summary:
Over the past two years, the cities of Corcoran and Medina have been working together to plan
construction of street improvements to Hackamore Road. The existing road is reaching its life
expectancy and the need for improvements to the corridor have been identified because of
increasing transportation demands resulting from development activity and pavement condition.
During May 2022, the City Councils authorized WSB to prepare plans and specifications for the
Hackamore Road improvement project, with the intent of potentially proceeding with
construction during the summer of 2023.
Final road design has been completed and staff is requesting approval from both city councils to
advertise for bids. The attached memo from project engineer Jim Stremel describes the plans
and specifications and next steps for construction. The estimated project cost is $7,911,000.
Staff from both cities have discussed and recommend that Medina be the lead agency responsible
for administering the construction contract. Staffs are working on a Joint Powers Agreement
(JPA) which will need to be executed before a contract is entered into.
Previous Project Efforts
Over the past two years, both Medina and Corcoran City Council approved a proposal from
WSB to complete engineering services for two 30% street design layout options, 75% design,
and final design.
A virtual Open House meeting for adjacent property owners was held in May 2020.
Approximately 20 residents participated in the event with preliminary feedback given related to
the increased traffic potential, future development in the area, and drainage concerns.
Mayors McKee and Martin have also discussed coordination.
MEMORANDUM
Agenda Item #8A
Hackamore Road Improvement Project Page 2 of 2 March 7, 2023
Approve Plans/Specs – Authorize Bidding City Council Meeting
Financial/Budget:
The following funding sources have been identified and are projected to cover a majority of the
project costs:
• Development Responsibilities/Contributions
• $700,000 – LRIP Grant Funds from MNDOT (needs to be contracted by 2024)
• $399,000 – Hennepin County participation for signal and street improvements at County
Road 116
• Assessments If Needed (Corcoran development sites, if necessary)
The amount and means that adjacent developments will contribute to the overall project are still
being finalized on various projects. However, staff have projected that there will be a gap after
all of the funding noted above have been finalized.
During discussions in May 2022, the City Councils discussed and were generally supportive of a
50/50 cost share of the potential funding gap in the project. Staff would propose to include this
50/50 cost share for the remaining gap in the JPA. Once bids are received and Corcoran finalizes
agreements with adjacent developments, the City Councils will be able to review the funding gap
and determine whether to proceed with the project.
Next Steps
Based on feedback from each Council, staff anticipates the following next steps:
• Prepare a Joint Powers Agreement for consideration by each Council related to the
schedule, process, and framework described above (or as indicated by the Councils).
• Review and Consider Bids
• Host Community Engagement to Discuss Construction impacts
Recommended Action:
Adopt resolution approving plans and specifications and authorizing bids for the Hackamore
Road Improvement Project.
MEMORANDUM
TO: Mayor and City Council
FROM: Jim Stremel, City Engineer
DATE: March 2, 2023
MEETING: March 7, 2023 City Council
SUBJECT: Hackamore Rd Improvement Project – Final Plans/Specs & Bidding
Background & Progress to Date
The Hackamore Road Improvement Project was initiated back in early 2020 with the intention of
addressing increased traffic volume, deteriorating pavement conditions, and pedestrian connectivity
along this corridor. The preliminary design efforts allowed both the cities of Medina and Corcoran to
coordinate and partner with multiple development projects to inform critical infrastructure
connections, access to Hackamore Road, securing of right-of-way, and accommodating of the
required stormwater management outside of the roadway corridor. These coordination efforts have
contributed to a less costly project than would have otherwise been possible.
In June of 2022, both cities authorized final design in anticipation of bidding and construction in
2023. Since that time, the project has progressed to final completion that includes the stormwater
permitting through the watershed district (ECWMC), WCA/BWSR wetland mitigation, and agency
reviews through MnDOT/Hennepin County.
At this point, final plans and specifications have been prepared for the proposed improvements and
the project is ready to go out to bid. Enclosed is an abridged set of the construction plans showing the
proposed improvements. A complete set of construction plans are available upon request.
Proposed Improvements
The proposed project corridor begins roughly 1,900 feet west of County Road 116 and extends east
up to the intersection with County Road 101; the total length of the project being roughly 7,200 lineal
feet. The project includes the following improvements:
• General road widening, addition of turn lanes, and access improvements to existing and
future development areas.
• Wider paved shoulders (6’) on both sides to accommodate bike traffic.
• A mixture of rural/urban street section to accommodate the trail and improved stormwater
conveyance while minimizing ROW impacts.
• The addition of right turn lanes in both directions along CR 116, the replacement of the
signal system, and pedestrian crossing improvements at that intersection.
• A trail extension along the north side of the roadway across the entire project corridor.
• Utilize adjacent development areas to provide stormwater treatment meeting all prevailing
regulations.
• For the City of Corcoran, a future watermain corridor is being planned along portions of the
northerly side of the roadway.
2
• The project team is also working on facilitating the undergrounding of private utilities along
the north side of the corridor.
Estimated Project Costs & Funding Sources
The current estimated project costs are detailed in the table below and incorporate anticipated
construction costs, a 10% construction contingency factor, and 21% indirect costs which include
engineering, legal, financing, right-of-way acquisition, and administrative costs.
Description Estimated
Project Cost
Street Improvements $ 5,524,000
Trail Improvements $ 538,000
Wetland Mitigation $ 45,000
Storm Sewer Improvements $ 913,000
CR 116 Intersection Costs $ 891,000
Grand Total for Project $ 7,911,000
Next Steps & Schedule
The next step is for City Council to approve final plans/specifications and authorize the
advertisement for bidding. The proposed bid date is Friday April 7, 2023 at 10:00 AM. The project
contract documents will require that the project is awarded within 60 days of the bid opening. If the
bids are opened on April 7th, the City would have to award the project no later than the May 16th City
Council meeting.
The cities are also planning to hold a community engagement event once the bids have been received
and the apparent low bidder can provide a rough project schedule. We anticipate the event to be held
in late April or early May.
Project construction is anticipated to occur throughout the summer and early fall of 2023. The final
wear course pavement will likely be held off until the spring of 2024.
Recommended Actions
Adopt the resolution approving plans/specifications and authorizing the advertisement for bids.
Resolution No. ________
March 7, 2023
Member ___________ introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION NO. _______
RESOLUTION APPROVING PLANS AND SPECIFICATIONS FOR
THE HACKAMORE ROAD IMPROVEMENT PROJECT
AND ORDERING THE ADVERTISEMENT FOR BIDS
WHEREAS, on June 7, 2022, the city council passed a motion to order the final design of
the Hackamore Road Improvement Project (the “Project”) authorizing WSB and Associates, Inc.
(the “Project Engineer) to prepare plans and specifications for such Project; and
WHEREAS, the Project Engineer has prepared plans and specifications for the Project,
the improvement of Hackamore Road from 1,600 feet west of CR 116 east to the intersection of
CR 101 by reconstructing the existing pavement, road widening, installation of storm sewer, and
pedestrian mobility improvements; and
WHEREAS, on March 7, 2023, the plans and specifications were presented to the city
council for approval;
NOW, THEREFORE, BE IT RESOLVED, by the city council of the city of Medina, as follows:
1. The plans and specifications for the Hackamore Road Improvement Project dated March
7, 2023 are hereby approved.
2. The Project Engineer is directed to insert in the official paper an advertisement for bids
upon the making of such improvement under such approved plans and specifications. The
advertisements shall be published for 21 days, shall specify the work to be done, shall state
that the bids will be received electronically until 10:00 a.m. on Friday, April 7, 2023, at
which time they will be opened electronically by the Project Engineer, will then be
tabulated. and will be considered by the council at a meeting within 60 days. Any bidder
whose responsibility is questioned during the consideration of the bid will be given an
opportunity to address the council on the issue of responsibility. No bids will be considered
unless sealed and filed as set forth in the instructions to bidders in compliance with the
requirements of electronic bidding and bid security.
Date: March 7, 2023.
Resolution No. ________
March 7, 2023
2
By: _______________________
Kathleen Martin, Mayor
Attest:
By: ___________________________
Caitlyn Walker, City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
___________ and upon vote being taken thereon, the following voted in favor thereof:
And the following voted against same:
Whereupon said resolution was declared duly passed and adopted.
CITY OF
MEDINA
CITY OF
CORCORAN
CITY OF
MAPLE GROVE
CITY OF
PLYMOUTH
SE
T
T
L
E
R
S
CT
MED
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A
FO
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B
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Y
D
R
CR
-
1
1
6
(
P
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T
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)
CR
-
1
1
6
(
P
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)
SETTLER
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(
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CS
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1
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1
(
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)
LA
K
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D
R
HACKAMORE RD HACKAMORE RD
HACK
A
M
O
R
E
R
D
SCALE IN FEET
0 500 1000
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
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\
P
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:
2
1
A
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MINNESOTA DEPARTMENT OF TRANSPORTATION
HENNEPIN COUNTY
PROJECT LOCATION MAP
COUNTY:HENNEPIN
METRODISTRICT:
DESIGN DESIGNATION TRAIL
BRIDGES-LENGTH
STATE PROJ. NO.
GROSS LENGTH
EXCEPTIONS-LENGTH
NET LENGTH
FEET
FEET
FEET
FEET
MILES
MILES
MILES
MILES
215-119-001 & 250-103-002
1.363
1.363
7194.26
0
0
0
0
SECT 1, TWP 118N, RNG 23W
7194.26
DESIGN SPEED 20 MPH
BASED ON STOPPING SIGHT DISTANCE HEIGHT
OF EYE 3.5 HEIGHT OF OBJECT 0
PROJECT LOCATION
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."
GOPHER ONE CALL TICKET NUMBER: 200842145, 200842146, 200842147, 200842148
UTILITY COORDINATION MEETING HELD ON: 05/20/2021
APPROVED BYSHEET NO.DATE
PLAN REVISIONS
DATE:
DATE:
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES
WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
DISTRICT STATE AID ENGINEER: REVIEWED FOR
COMPLIANCE WITH STATE AID RULES/POLICY
DATE:
CITY OF MEDINA ENGINEER
APPROVED:
DATE:
HENNEPIN COUNTY: COUNTY HIGHWAY ENGINEER
APPROVED:
THIS PLAN SET CONTAINS 122 SHEETS
APPROVED FOR STATE AID FUNDING:
STATE AID ENGINEER
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NUMBER:DATE:05/18/2021 45782
JAMES L. STREMEL, PE
SHEET
122S.A.P. 215-119-001, 250-103-002
OF
HENNEPIN COUNTY PROJ.
NO. 2183552
WSB PROJ. NO. 015661-000
BEGIN S.A.P. 215-119-001 / 250-103-002
HACKAMORE ROAD
STA 95+00.00
END S.A.P. 215-119-001 / 250-103-002
HACKAMORE ROAD
STA 166+52.47
1
DESIGN DESIGNATION
R VALUE =10
PRESENT ADT (2023)=1,200 - 4,500
PROJECTED ADT (2043)=1,800 - 6,500
ESALS =376,500
DESIGN SPEED =40 MPH
BASED ON: STOPPING SIGHT DISTANCE
HEIGHT OF EYE = 3.5
HEIGHT OF OBJECT = 2.0
DESIGN SPEED NOT ACHIEVED AT: NA
FUNCTIONAL CLASSIFICATION: MINOR COLLECTOR
NO. OF TRAFFIC LANES: 2
NO. OF PARKING LANES: NA
SHOULDER WIDTH: 6'
STRUCTURAL DESIGN STRENGTH: 10 TON
STORM SEWER IMPROVEMENTS, SIGNAL SYSTEM, AND APPURTENANT WORK
LOCATED ONHACKAMORE ROADFROM 510' WEST OF MEDINA LAKE RDTO
F/O
UGT
G
EXISTING PLAN SYMBOLS
PROPERTY LINES/RIGHT-OF-WAY
UTILITY EASEMENT
TREE LINE
SIGN
DECIDUOUS TREE
SHRUB
CONIFEROUS TREE
EXISTING UTILITY SYMBOLS
FIBER OPTIC CABLE
UNDERGROUND TELEPHONE
GAS LINE
CATV VAULT
POWER POLE
ELECTRIC BOX
CATCH BASIN
STORM APRON
OHEOVERHEAD POWER
WATER MAIN
SANITARY SEWER
STORM SEWER
GATE VALVE
HYDRANT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE ST
s
GOVERNING SPECIFICATIONS
THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS
FOR CONSTRUCTION” AND THE “SUPPLEMENTAL SPECIFICATIONS” DATED SEPTEMBER 2022 SHALL
GOVERN
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY
TRAFFIC CONTROL ZONE LAYOUTS.
ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2018 EDITION OF THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA "STANDARD SPECIFICATIONS".
UTILITY INFORMATION
A CALL TO GOPHER STATE ONE (651-454-0002)
IS REQUIRED A MINIMUM OF 48 HOURS PRIOR
TO PERFORMING ANY EXCAVATION.
EXCAVATION NOTICE SYSTEM
PLAN SET INDEX
CITY OF CORCORAN
CSAH 101 (BROCKTON LN N)
DATE:
CITY OF CORCORAN ENGINEER
APPROVED:
RECLAMATION, BITUMINOUS PAVING, GRADING, CURB & GUTTER, ADA IMPROVEMENTSCONSTRUCTION PLAN FOR
DATE:
HENNEPIN COUNTY: DESIGN DIVISION ENGINEER
RECOMMENDED
FOR APPROVAL:
CITY OF MEDINA
03/07/2023
CT
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94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00
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4730 SETTLERS
COURT
LUKE & RACHEL
HAMMER
SCALE IN FEET
0
H:
100 200
WSB PROJECT NO.:
SHEET
OF
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122
2
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
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A
N
GENERAL LAYOUT
X
X
DESCRIPTIONSHEET NO.
REMOVAL PLAN
STRIPING AND SIGNAL PLAN
STREET AND STORM SEWER CONSTRUCTION PLAN
EROSION AND SEDIMENT CONTROL PLAN
X
X
HACKAMORE ROAD
11 641737
LEGEND
M
A
T
C
H
L
I
N
E
S
T
A
:
1
2
0
+
0
0
SE
E
B
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L
O
W
M
A
T
C
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I
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S
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A
:
1
2
0
+
0
0
SE
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A
B
O
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E
HACKAMORE ROAD HACKAMORE ROAD
HACKAMORE ROAD HACKAMORE ROADHACKAMORE ROADHACKAMORE ROAD
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
8
+
0
0
SE
E
S
H
E
E
T
3
20240 HACKAMORE ROAD
DMITRIY & YELENA SECHKO
20202 HACKAMORE ROAD
FUTURE DEVELOPMENT (LENNAR)
19800 HACKAMORE ROAD
LAKEVIEW DEVELOPMENT CO LLC
19710 HACKAMORE ROAD
LAKEVIEW DEVELOPMENT CO LLC
4777 MEDINA LAKE
DRIVE
SCOTT A & PEGGY
A WEAVER
4780 MEDINA LAKE DRIVE
GEORGE & HEATHER ALLENDORPH
4795 FOXBERRY DRIVE
VINCENT L & JOYCE S
HAYDEN
PID 0211823110024
FOXBERRY FARMS
HOMEOWNERS
PID 0111823220003
DANIEL & JACALYN MILLEA
655 HACKAMORE ROAD
NANCY JEAN
625 HACKAMORE
ROAD
HARRY A & ANGELA S
DENNY
6215 HACKAMORE CIRCLE
FREDERICK J BENKUSKY
6210 HACKAMORE CIRCLE
JOHN G & SHERRY A MORRILL
6205 HUNTER ROAD
JOSEPH & HANNA SMITH
19510 HACKAMORE ROAD
OLGA & SERGEY KARACHENETS RAVINIA 10TH ADDITION
565 HACKAMORE
ROAD
RYAN M & APRIL
D LINDELL
545 HACKAMORE
ROAD
TIMOTHY J
BEAURPE
435 HACKAMORE ROAD
MARILYN A LARSON
PID 0111823210008
PULTE HOMES OF
MINNESOTA LLC
PID 0111823210008
PULTE HOMES OF MINNESOTA LLC
11 18 37 12 651938
12 652038 13 662139 13 662239 14 672340
COUNTY ROAD 116
10 632742
64
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
HACKAMORE ROAD
10 6316
BEGIN S.P. 215-119-001 / 250-103-002
HACKAMORE ROAD
STA 95+00.00
℄ HACKAMORE ROAD
℄ HACKAMORE ROAD
S.A.P.
215-119-001
250-103-002
CS
A
H
1
0
1
147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
176+0
0
SCALE IN FEET
0
H:
100 200
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
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NO
.
DA
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015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
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GENERAL LAYOUT
X
X
DESCRIPTIONSHEET NO.
REMOVAL PLAN
SANITARY SEWER AND WATERMAIN PLAN
STREET AND STORM SEWER CONSTRUCTION PLAN
EROSION AND SEDIMENT CONTROL PLAN
X
X
LEGEND
N
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
HACKAMORE ROAD
RAVINIA 10TH ADDITION
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
14 672440
HACKAMORE ROAD HACKAMORE ROAD
M
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S
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:
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SE
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19220 HACKAMORE ROAD
GREGORY S & JACKIE A HOGLUND
19200 HACKAMORE ROAD
HOMELAND INVSTMNTS LLC ETAL
PID 0111823110014
WILD MEADOWS HMOWNRS ASC INC
15 682541 15 682641
END S.P. 215-119-001 / 250-103-002
HACKAMORE ROAD
STA 166+94.26
℄ HACKAMORE ROAD
S.A.P.
215-119-001
250-103-002
WSB PROJECT NO.:
SHEET
OF
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NO
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015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
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TYPICAL SECTIONS
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
11' - 13'
THRU LANE
11'
THRU LANE
0' - 6'
SHOULDER
(VARIES, SEE
ALTERNATE
SECTIONS)
0' - 6'
SHOULDER
(VARIES, SEE
ALTERNATE
SECTIONS)
48'
SECTION
11'
THRU LANE
0' - 12'
LEFT TURN LANE
OR STRIPED MEDIAN
65'
SECTION
11'
THRU LANE
1'
SEE INSET ACURB AND GUTTER (TYP.)B618
HACKAMORE ROAD
(WITH RIGHT AND LEFT TURN LANES, OR CENTER STRIPED MEDIAN)
1'
1:4 M
A
X
.
1:4 M
A
X
.
CURB AND GUTTER (TYP.)
B618
SEE INSET A
HACKAMORE ROAD
(STANDARD SECTION)
10" AGGREGATE BASE (CV) CLASS 5 OR RECYCLED EQUAL (MNDOT 3138)
APPROVED SUBGRADE (12" DEPTH MIN., "SUBGRADE PREPARATION")
INSET A
2357 BITUMINOUS TACK COAT
2.0" TYPE SP 12.5 WEAR COURSE MIX (3,C) (SPWEB340C)
1.5" TYPE SP 9.5 WEAR COURSE MIX (3,C) (SPWEA340C)
INSET B
2'
SHLDR
8'
BIT. TRAIL
SEE INSET B
BITUMINOUS TRAIL
1:4 M
A
X
.
1:4 M
A
X
.
6'
BLVD
11'
THRU LANE
0' - 12'
LEFT TURN LANE
OR STRIPED MEDIAN
60'
SECTION
11'
THRU LANE
6'
SHOULDER
(VARIES, SEE
ALTERNATE
SECTIONS)
8'
BIT. TRAIL
(VARIES, SEE
ALTERNATE
SECTIONS)
1'SEE INSET A
SEE INSET B
BITUMINOUS TRAIL
1:4 MA
X
.
1:4 M
A
X
.
SEE INSET B
HACKAMORE ROAD
(LEFT TURN LANE OR CENTER STRIPED MEDIAN)
STA 95+00 - 97+87
STA 128+74 - 132+00
HACKAMORE ROAD
ALTERNATE TRAIL TYPICAL SECTION
6'
SHOULDER
(VARIES, SEE
ALTERNATE
SECTIONS)
6'
SHOULDER
(VARIES, SEE
ALTERNATE
SECTIONS)
2' GRAVEL SHOULDER
1:4 M
A
X
.
1:4 M
A
X
.
1:4 M
A
X
.
1:4 M
A
X
.
2' GRAVEL SHOULDER
2' GRAVEL SHOULDER
2.0%
2.0%
MAX 2.0%2.0%
MAX 2.0%
2.0%
2.0%
2.0%
GEOTEXTILE FABRIC (NON-WOVEN, MNDOT 3733 TYPE V) OVER
2'
SHLDR
SEE INSET B
BITUMINOUS TRAIL
1:4 M
A
X
.
1:4 M
A
X
.
8'
DITCH
HACKAMORE ROAD
ALTERNATE TRAIL DITCH SECTION
MAX 2.0%
18" SELECT GRANULAR EMBANKMENT (MNDOT 3149)
2.5" TYPE SP 12.5 NON WEAR COURSE MIX (3,C) (SPNWB330C)
2357 BITUMINOUS TACK COAT
SEE INSET B
BITUMINOUS TRAIL
1:4 MA
X
.
1:4 M
A
X
.
SEE INSET B
MAX 2.0%
SEE INSET B
BITUMINOUS TRAIL
1:4 MA
X
.
1:4 M
A
X
.
SEE INSET B
MAX 2.0%
6'
SHOULDER
6'
SHOULDER
1'CURB AND GUTTER (TYP.)
B618
HACKAMORE ROAD
2.0%2.0%
1:4 M
A
X
.
1:4 M
A
X
.
0' - 11'
RIGHT TURN LANE
0' TO 6'
SHOULDER
0' TO 6'
SHOULDER
1:4 M
A
X
.
1:4 M
A
X
.
2' GRAVEL SHOULDER
HACKAMORE ROAD
2' GRAVEL SHOULDER
2.0%2.0%1:4 M
A
X
.
1:4 M
A
X
.
ALTERNATE TRAIL TYPICAL SECTION - FULL RURAL SECTION
4" PERFORATED
DRAINTILE IN FILTER
BOX BEDDED IN PEA
GRAVEL (TYP)
4" PERFORATED
DRAINTILE IN FILTER
BOX BEDDED IN PEA
GRAVEL (TYP)
4" PERFORATED
DRAINTILE IN FILTER
BOX BEDDED IN PEA
GRAVEL (TYP)
4" PERFORATED
DRAINTILE IN FILTER
BOX BEDDED IN PEA
GRAVEL (TYP)
4" PERFORATED
DRAINTILE IN FILTER
BOX BEDDED IN PEA
GRAVEL (TYP)
STA 151+76 - 154+00
STA 97+87 - 103+75
STA 132+00 - 145+90
STA 154+00 - 160+25
STA 145+90 - 151+76
ALTERNATE TRAIL TYPICAL SECTION - FULL URBAN SECTION
STA 95+00 - 97+87 (NO TRAIL)
APPROVED SUBGRADE (INCIDENTAL)
3" TYPE SP 9.5 WEAR COURSE MIX (SPWEA240B)
ALTERNATE SECTIONS
6" MIN. TOPSOIL AND TURF, AS SPECIFIED
RESTORE ALL DISTURBED AREAS
CURB AND GUTTER (TYP.)B618
6" MIN. TOPSOIL AND TURF, AS SPECIFIED
RESTORE ALL DISTURBED AREAS
6" MIN. TOPSOIL AND TURF, AS SPECIFIED
RESTORE ALL DISTURBED AREAS
VARIES (22' TO 45')
SEE TURN LANE
SECTIONS
VARIES (22' TO 45')
SEE TURN LANE
SECTIONS
1:4 M
A
X
.
1:4 M
A
X
.
VARIES
SEE SECTIONS
OR TRAIL
ALTERNATES
VARIES
SEE SECTIONS
OR TRAIL
ALTERNATES
STA 102+17 - 103+75
STA 106+97 - 113+90
STA 123+13 - 127+00
STA 127+00 - 130+75
STA 98+87 - 102+17 (NO TRAIL)
STA 102+17 - 113+90
STA 97+87 - 98+87 (NO TRAIL)
STA 123+13 - 128+73
STA 128+73 - 129+35
STA 148+22 - 159+25
STA 148+22 - 159+25
STA 160+25 - 166+94.26
2'
CLEAR
ZONE
2'
CLEAR
ZONE
8'
BIT. TRAIL
(VARIES, SEE
ALTERNATE
SECTIONS)
2'
CLEAR
ZONE
2'
CLEAR
ZONE
8'
BIT. TRAIL
(VARIES, SEE
ALTERNATE
SECTIONS)
2'
CLEAR
ZONE
2'
CLEAR
ZONE
2'
CLEAR
ZONE
2'
CLEAR
ZONE
8'
BIT. TRAIL
2'
CLEAR
ZONE
2'
CLEAR
ZONE
0' TO 10'
RIGHT TURN
LANE
0' TO 10'
RIGHT TURN
LANE
1:4 M
A
X
.
1:4 M
A
X
.
2' GRAVEL SHOULDER
COUNTY ROAD 116
2' GRAVEL SHOULDER
3.5%3.5%
1:4 M
A
X
.
1:4 M
A
X
.
4" PERFORATED
DRAINTILE IN FILTER
BOX BEDDED IN PEA
GRAVEL (TYP)
VARIESVARIES
SEE SECTIONS
STA 10+43 - 16+15
(SOUTH OF HACKAMORE ROAD)
STA 15+14 - 20+80
(NORTH OF HACKAMORE ROAD)
VARIES
SEE SECTIONS
SEE INSET C
8" AGGREGATE BASE (CV) CLASS 5 OR RECYCLED EQUAL (MNDOT 3138)
APPROVED SUBGRADE (12" DEPTH MIN., "SUBGRADE PREPARATION")
INSET C
2357 BITUMINOUS TACK COAT
2.0" TYPE SP 12.5 WEAR COURSE MIX (3,C) (SPWEB340C)
2.0" TYPE SP 9.5 WEAR COURSE MIX (3,C) (SPWEA340C)
GEOTEXTILE FABRIC (NON-WOVEN, MNDOT 3733 TYPE V) OVER
14" SELECT GRANULAR EMBANKMENT (MNDOT 3149)
4.0" TYPE SP 12.5 NON WEAR COURSE MIX (3,C) (SPNWB330C)
2357 BITUMINOUS TACK COAT
6" AGGREGATE BASE (CV) CLASS 5 OR
RECYCLED EQUAL (MNDOT 3138) (INCIDENTAL)
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
99
0
.
8
99
0
.
5
99
0
.
0
98
9
.
7
98
9
.
7
98
9
.
5
98
9
.
3
98
9
.
2
98
8
.
6
98
8
.
3
99
0
.
4
9
99
0
.
0
4
98
9
.
7
4
98
9
.
5
7
98
9
.
4
4
98
9
.
3
2
98
9
.
1
2
98
8
.
7
6
98
8
.
4
0
93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00
0.63%-1.01%
-0.95%
-0.25%
PV
I
S
:
9
5
+
0
0
.
0
0
PV
I
E
:
9
9
0
.
4
9
PV
I
S
:
9
8
+
9
2
.
0
1
PV
I
E
:
9
8
8
.
3
5
PVIS:98+11.16
PVIE:989.16
AD:0.76
K:157.69
120.00' VC
BV
C
S
:
9
7
+
5
1
.
1
6
BV
C
E
:
9
8
9
.
3
2
EV
C
S
:
9
8
+
7
1
.
1
6
EV
C
E
:
9
8
8
.
5
6
PVIS:95+77.78
PVIE:989.75
AD:0.70
K:172.32
120.00' VC
BV
C
S
:
9
5
+
1
7
.
7
8
BV
C
E
:
9
9
0
.
3
2
EV
C
S
:
9
6
+
3
7
.
7
8
EV
C
E
:
9
8
9
.
6
0
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
9"
12"
9"
25"
17"
7"
7"
4"
7"
8"
9"
6"12"
13"
16"17"
13"6"
4"
6"8"8"
22"
4"5"5"8"15"
11"
10"
8"
MB
5"20"6"
7"4"6"
8DEAD"11"6"9"5"4"6"6"5"6"5"5"
8"17"
5"
8"
7"5"8"
7"5"
13"
7"5"
7"
7"
8"
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
94+00 95+00 96+00 97+00 98+00
BEGIN SAP 215-119-001 / 250-103-002
STA: 95+00.00 ℄
13
11
2
2
EX RW
EX RW
1:15
1:151
1
13
11
HACKAMORE ROAD LOCATION
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
2
:
4
5
P
M
N
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
M
A
T
C
H
L
I
N
E
S
T
A
:
9
8
+
5
0
SE
E
S
H
E
E
T
17
M
A
T
C
H
L
I
N
E
S
T
A
:
9
8
+
5
0
SE
E
S
H
E
E
T
17
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
16
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
4750 SETTLERS
COURT
S A WEAVER & P
A WEAVER
20202 HACKAMORE RD
RUTH M MCKOWN
4745 SETTLERS
COURT
KARLA KIM
SHEEHY
1150 SETTLERS
ROAD
P M HOCKERT &
B HOCKERT
20240 HACKAMORE
ROAD
DMITRIY/YELENA
SECHKO
BEGIN SAP 215-119-001 / 250-103-002
STA: 95+00.00
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
TNH ELEV: 992.71
14"
MB
4"4"
14"5"
8"
4"4"7"
UG
T
UG
T
UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGT
OHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
99+00 100+00 101+00 102+00 103+00 104+00 105+00
why removing these trees?
5003
5002
5004
5001
5000
15
"
15"
15"
15
"
15"
8 1021
"
5015
5014
℄
EX RW
EX RW
L100
5005
END TAPER
STA 98+87.20
17.00' RT
END TAPER
STA 98+87.17
17.00' LT
12
11
4.5
11
4.5
1:15
END TAPER
STA 102+17.19
11.67' LT
BEGIN TAPER
STA 100+37.20
0.33' RT
STA 103+92.06
60.77' LT
STA 103+97.24
41.97' RT
R25
R25
11
11
12
11
4.51
1
1
970
975
980
985
990
995
1000
1005
1010
970
975
980
985
990
995
1000
1005
1010
98
8
.
6
98
8
.
3
98
8
.
5
98
8
.
7
98
9
.
0
98
9
.
6
99
0
.
0
99
0
.
2
99
0
.
3
99
0
.
2
98
9
.
9
98
9
.
4
98
8
.
9
98
8
.
6
98
8
.
0
98
7
.
4
98
7
.
0
98
8
.
7
6
98
8
.
4
0
98
8
.
7
1
98
9
.
0
2
98
9
.
3
4
98
9
.
6
5
98
9
.
9
6
99
0
.
2
4
99
0
.
2
3
98
9
.
8
8
98
9
.
3
8
98
8
.
8
8
98
8
.
3
8
98
7
.
8
8
98
7
.
3
8
98
6
.
8
9
98
6
.
6
1
99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
0.63%
-1.00%-1.01%
PV
I
S
:
9
8
+
9
2
.
0
1
PV
I
E
:
9
8
8
.
3
5
PVIS:102+37.26
PVIE:990.51
AD:1.63
K:73.76
120.00' VC
BV
C
S
:
1
0
1
+
7
7
.
2
6
BV
C
E
:
9
9
0
.
1
3
EV
C
S
:
1
0
2
+
9
7
.
2
6
EV
C
E
:
9
8
9
.
9
1
HP STA:102+23.50
HP ELEV:990.28
PVIS:98+11.16
PVIE:989.16
AD:0.76
K:157.69
120.00' VC
EV
C
S
:
9
8
+
7
1
.
1
6
EV
C
E
:
9
8
8
.
5
6
PVIS:106+50.00
PVIE:986.38
AD:1.50
K:80.00
120.00' VC
BV
C
S
:
1
0
5
+
9
0
.
0
0
BV
C
E
:
9
8
6
.
9
8
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
198' - 15" RCP CL V @ 0.28%
5002
ST
A
1
0
0
+
9
0
.
3
1
-2
5
.
0
5
L
T
RI
M
=
9
8
8
.
6
1
(4
8
"
Ø
)
INV: 984.37 (W)
INV: 984.37 (E)
265' - 15" RCP CL V @ 0.50%
5003
ST
A
1
0
3
+
5
5
.
6
2
-2
9
.
6
7
L
T
RI
M
=
9
8
8
.
7
5
(4
8
"
Ø
)
INV: 983.04 (W)
INV: 984.21 (S)
INV: 983.04 (E)
266' - 15" RCP CL V @ 0.49%
INV: 984.93 (S)
INV: 984.93 (E)
5001
ST
A
9
8
+
9
2
.
1
6
-1
7
.
8
6
L
T
RI
M
=
9
8
7
.
7
7
(S
D
4
8
"
Ø
)
INV: 981.04 (E)
INV: 982.77 (W)
INV: 980.54 (N)
5005
ST
A
1
0
4
+
0
4
.
0
3
-3
0
.
3
8
L
T
RI
M
=
9
8
8
.
4
6
(6
0
"
Ø
)
76' - 15" RCP CL V @ 1.09%
HACKAMORE ROAD LOCATION
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
3
:
4
6
P
M
N
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
M
A
T
C
H
L
I
N
E
S
T
A
:
1
0
5
+
5
0
SE
E
S
H
E
E
T
18
M
A
T
C
H
L
I
N
E
S
T
A
:
1
0
5
+
5
0
SE
E
S
H
E
E
T
18
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
17
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
4730 SETTLERS
COURT
LUKE & RACHEL
HAMMER
4777 MEDINA LAKE
DRIVE
SCOTT A & PEGGY
A WEAVER
20202 HACKAMORE RD
RUTH M MCKOWN
4780 MEDINA LAKE DRIVE
GEORGE & HEATHER ALLENDORPH
M
E
D
I
N
A
LA
K
E
RO
A
D
3' WIDE CURB CUT
OVER EXISTING
CULVERT
3' WIDE CURB CUT
OVER EXISTING
CULVERT
PID 3511923430001
LENNAR DEVELOPMENT
TAVERA 1ST
CONNECT TO EXISTING STORM SEWER
M
A
T
C
H
L
I
N
E
S
T
A
:
9
8
+
5
0
SE
E
S
H
E
E
T
16
M
A
T
C
H
L
I
N
E
S
T
A
:
9
8
+
5
0
SE
E
S
H
E
E
T
16
R25 R25
TERMINATE TRAIL/ROAD AS
DIRECTED BY THE ENGINEER
AND/OR CONNECT TO EXISTING
TRAIL/ROAD, COORDINATE WITH
ADJACENT DEVELOPMENT
TA
M
A
R
A
C
K
L
A
N
E
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
IRR
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
UG
T
UG
T
UG
E
UG
E
UG
E
OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OH
E
106+00 107+00 108+00 109+00 110+00 111+00 112+00
5009
5008
5006
5007
5010
15
"
12"
12
"
8
℄
EX RW
EX RW
5007A
11
11
12
11
4.5
11
11
4.5
4.5
11
12
11
11
1:15
STA 111+82.25
88.33' RT
R25
R25
1
1
1 1
1
BEGIN TAPER
STA 110+50.00
1.20' RT
END TAPER
STA 112+27.42
11.67' LT
BEGIN TAPER
STA 107+57.51
12.33' LT
END TAPER
STA 105+79.43
0.46' LT
BEGIN TAPER
STA 107+42.68
27.50' LT
END TAPER
STA 106+37.73
34.50' LT
BEGIN TAPER
STA 111+34.89
20.34' RTEND TAPER
STA 110+62.35
15.50' RT
1:15
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
98
8
.
0
98
7
.
4
98
7
.
0
98
6
.
8
98
6
.
6
98
6
.
8
98
7
.
0
98
7
.
3
98
7
.
7
98
7
.
9
98
8
.
1
98
8
.
2
98
8
.
4
98
8
.
5
98
8
.
4
98
8
.
1
98
7
.
8
98
7
.
3
8
98
6
.
8
9
98
6
.
6
1
98
6
.
6
4
98
6
.
8
8
98
7
.
1
3
98
7
.
3
8
98
7
.
6
3
98
7
.
8
8
98
8
.
1
3
98
8
.
3
4
98
8
.
4
7
98
8
.
5
1
98
8
.
4
7
98
8
.
3
4
98
8
.
1
3
98
7
.
8
8
106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
-1.00%0.50%-0.50%
PVIS:111+50.00
PVIE:988.88
AD:1.00
K:300.00
300.00' VC
BV
C
S
:
1
1
0
+
0
0
.
0
0
BV
C
E
:
9
8
8
.
1
3
EV
C
S
:
1
1
3
+
0
0
.
0
0
EV
C
E
:
9
8
8
.
1
3
HP STA:111+50.00
HP ELEV:988.51
PVIS:106+50.00
PVIE:986.38
AD:1.50
K:80.00
120.00' VC
BV
C
S
:
1
0
5
+
9
0
.
0
0
BV
C
E
:
9
8
6
.
9
8
EV
C
S
:
1
0
7
+
1
0
.
0
0
EV
C
E
:
9
8
6
.
6
8
LP STA:106+70.00
LP ELEV:986.58
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
5007
ST
A
1
0
6
+
6
9
.
6
1
-3
4
.
5
5
L
T
RI
M
=
9
8
6
.
5
9
(4
8
"
Ø
)
INV: 982.35 (S)
INV: 982.35 (W)
INV: 982.35 (E)
5008
ST
A
1
1
1
+
5
7
.
4
4
43
.
7
1
R
T
RI
M
=
9
8
8
.
0
2
(2
'
X
3
'
)
30' - 12" RCP CL V @ 0.50%
5009
ST
A
1
1
1
+
8
6
.
7
0
51
.
9
4
R
T
RI
M
=
9
8
9
.
3
4
(4
8
"
Ø
)
INV: 985.02 (W)
INV: 984.92 (S)
INV: 985.17 (E)
5007A
ST
A
1
0
6
+
8
1
.
5
3
-3
3
.
7
5
L
T
RI
M
=
9
8
6
.
6
2
(2
'
X
3
'
)
INV: 982.60 (W)
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
4
:
2
9
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
0
5
+
5
0
SE
E
S
H
E
E
T
17
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
2
+
5
0
SE
E
S
H
E
E
T
19
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
2
+
5
0
SE
E
S
H
E
E
T
19
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
18
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
4780 MEDINA LAKE DRIVE
GEORGE & HEATHER ALLENDORPH
4795 FOXBERRY DRIVE
VINCENT L & JOYCE S
HAYDEN
FO
X
B
E
R
R
Y
DR
I
V
E
PID 3511923410002
LENNAR DEVELOPMENT
TAVERA 1ST
CONNECT TO
EXISTING
STORM SEWER
M
A
T
C
H
L
I
N
E
S
T
A
:
1
0
5
+
5
0
SE
E
S
H
E
E
T
17
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
G
G
E
E
E
E
E
E
12"
HH
507
1
985
.
8
4
GE
"
E
32"12"
14"
8"6"
12"
14"
16"
UGT UGT UGT
UG
T
UGTUGT
UGTUGT
UGT
UGT UGT
UG
T
UG
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
F/
O
F/
O
F/
O
F/O
F/O
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHEOHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
113+00 114+00 115+00 116+00 117+00 118+00 119+00
TETETETETETETETETETETETETE
TETETE
TE
PE
PE
PE
PE PE PE PE PE PE PE PE PE PE PE PE PE
TE
TE
TE
TE TE TE TE TE TE TE TE
PEPEPEPEPEPE
TETE
PEPEPEPEPEPEPEPE
PE
PE
5011
5012
5103
5013
5100
12
"
12"
24
"
8 105101
℄
EX RW
EX RW EX RW
EX RW5110
5111
51124.5
11
11
11
12
11
12
11 11
12
11
1:15
1:15
BEGIN TAPER
STA 117+19.02
34.50' LT
BEGIN TAPER
STA 117+53.96
0.33' RT
END TAPER
STA 119+33.96
11.67' LT
END TAPER
STA 118+24.23
30.50' LT
END TAPER
STA 118+38.69
12.33' LT
BEGIN TAPER
STA 116+58.69
0.33' LT
1 1 1
1
1
END TAPER
STA 112+27.42
11.67' LT
15"
R55R50
R50
R45
11
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
98
8
.
4
98
8
.
1
98
7
.
8
98
8
.
2
98
7
.
7
98
7
.
4
98
7
.
1
98
7
.
1
98
7
.
2
98
7
.
3
98
7
.
5
98
7
.
8
98
8
.
3
98
8
.
7
98
9
.
6
99
0
.
6
99
1
.
5
98
8
.
3
4
98
8
.
1
3
98
7
.
8
8
98
8
.
1
8
98
7
.
7
1
98
7
.
4
3
98
7
.
1
8
98
7
.
0
9
98
7
.
2
3
98
7
.
5
3
98
7
.
8
3
98
8
.
1
4
98
8
.
4
4
98
9
.
0
0
98
9
.
9
1
99
1
.
0
6
99
1
.
9
8
113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
-0.50%3.00%-3.00%
-0.50%0.60%
2.32%
1.83%
PV
I
S
:
1
1
3
+
8
4
.
2
5
PV
I
E
:
9
8
7
.
7
1
PV
I
S
:
1
1
4
+
1
7
.
1
6
PV
I
E
:
9
8
8
.
7
0
PV
I
S
:
1
1
4
+
5
1
.
4
0
PV
I
E
:
9
8
7
.
6
7
PV
I
S
:
1
2
0
+
0
0
.
0
9
PV
I
E
:
9
9
1
.
0
6
PVIS:111+50.00
PVIE:988.88
AD:1.00
K:300.00
300.00' VC
EV
C
S
:
1
1
3
+
0
0
.
0
0
EV
C
E
:
9
8
8
.
1
3
PVIS:116+00.00
PVIE:986.93
AD:1.10
K:108.72
120.00' VC
BV
C
S
:
1
1
5
+
4
0
.
0
0
BV
C
E
:
9
8
7
.
2
3
EV
C
S
:
1
1
6
+
6
0
.
0
0
EV
C
E
:
9
8
7
.
2
9
LP STA:115+94.36
LP ELEV:987.09
PVIS:119+00.07
PVIE:988.74
AD:1.72
K:69.86
120.00' VC
BV
C
S
:
1
1
8
+
4
0
.
0
7
BV
C
E
:
9
8
8
.
3
8
EV
C
S
:
1
1
9
+
6
0
.
0
7
EV
C
E
:
9
9
0
.
1
3
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
INV: 984.15 (N)
INV: 984.14 (SW)
SUMP: 980.14
40' - 12" RCP CL V @ 0.38%
5103
ST
A
1
1
6
+
0
4
.
3
4
-3
6
.
6
7
L
T
RI
M
=
9
8
6
.
3
9
(4
8
"
Ø
)
INV: 982.40 (W)
INV: 983.02 (NE)
5012
ST
A
1
1
3
+
3
4
.
7
0
24
.
2
3
R
T
RI
M
=
9
8
6
.
7
1
(S
D
4
8
"
Ø
)
10' - 15" RCP CL V @ 1.02%
INV: 984.50
5101
ST
A
1
1
5
+
9
4
.
5
2
-3
6
.
6
7
L
T
RI
M
=
9
8
6
.
3
8
(4
8
"
Ø
)
INV: 982.30 (E)
INV: 982.30 (W)
5112
ST
A
1
1
4
+
9
4
.
1
7
-3
6
.
6
7
L
T
RI
M
=
9
8
7
.
4
6
(4
8
"
Ø
)
INV: 981.83 (E)
INV: 981.79 (NW)
100' - 15" RCP CL V @ 0.47%
INV: 978.30 (SUMP)
5013
ST
A
1
1
3
+
0
1
.
5
7
46
.
1
0
R
T
RI
M
=
9
8
5
.
2
4
(1
2
"
F
E
S
)
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
5
:
0
7
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
2
+
5
0
SE
E
S
H
E
E
T
18
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
9
+
5
0
SE
E
S
H
E
E
T
20
MATCHLINE - COUNTY ROAD 116
SEE SHEET 27
MATCHLINE - COUNTY ROAD 116
SEE SHEET 27
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
9
+
5
0
SE
E
S
H
E
E
T
20
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
19
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
19800 HACKAMORE ROAD
LAKEVIEW DEVELOPMENT CO LLC
GONYEA
PID 0111823220003
DANIEL & JACALYN MILLEA
655 HACKAMORE ROAD
NANCY JEAN
PID 0211823110024
FOXBERRY FARMS
HOMEOWNERS CO
U
N
T
Y
R
O
A
D
1
1
6
/
P
I
N
T
O
D
R
I
V
E
PID 3511923410002
LENNAR DEVELOPMENT
TAVERA 1ST
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
2
+
5
0
SE
E
S
H
E
E
T
18
SEE SHEET 51 FOR
SIGNAL PLANS
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
8"
14"
MB MB
MB MB
4"8"
20"
7"
8"
5"5"
4"
4"
5"
18"13"
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
120+00 121+00 122+00 123+00 124+00 125+00 126+00
TETETETETETETETETETETE
TETETETETE
TE
TE
TE
TE
TE
TE
TE
TE
TETETETETE
PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE
PEPEPEPEPEPEPEPEPEPEPEPEPEPEPE
TE TE
PE PE PE PE PE PE PE
15
"
5104
10 10
8
℄
EX RW
EX RW
L124
SE
E
S
H
E
E
T
32
F
O
R
LA
T
E
R
A
L
P
R
O
F
I
L
E
5104A
STA 120+81.67
54.15' LT
R23.5
R18.15
11
12
11
11.5
11
11
11
6
11
BEGIN TAPER
STA 123+13.02
34.00' LT
BEGIN TAPER
STA 123+93.81
12.33' LT
END TAPER
STA 124+78.04
26.90' LT
STA 122+22.57
30.05' RT
STA 124+08.63
29.54' RT
1:15
1
1
0+00
975
980
985
990
995
1000
1005
1010
1015
975
980
985
990
995
1000
1005
1010
1015
98
9
.
6
99
0
.
6
99
1
.
5
99
2
.
4
99
3
.
3
99
4
.
1
99
5
.
0
99
5
.
6
99
6
.
2
99
6
.
4
99
6
.
4
99
6
.
3
99
5
.
9
99
5
.
4
99
5
.
0
99
4
.
7
99
4
.
5
98
9
.
9
1
99
1
.
0
6
99
1
.
9
8
99
2
.
8
9
99
3
.
8
1
99
4
.
7
2
99
5
.
6
1
99
6
.
2
7
99
6
.
6
9
99
6
.
8
6
99
6
.
7
8
99
6
.
4
5
99
5
.
9
1
99
5
.
3
5
99
4
.
9
4
99
4
.
7
0
99
4
.
6
2
120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
-1.15%
2.32%
1.83%
PV
I
S
:
1
2
0
+
0
0
.
0
9
PV
I
E
:
9
9
1
.
0
6
PVIS:123+75.00
PVIE:997.93
AD:2.99
K:100.48
300.00' VC
BV
C
S
:
1
2
2
+
2
5
.
0
0
BV
C
E
:
9
9
5
.
1
8
EV
C
S
:
1
2
5
+
2
5
.
0
0
EV
C
E
:
9
9
6
.
2
0
HP STA:124+09.03
HP ELEV:996.87
PVIS:119+00.07
PVIE:988.74
AD:1.72
K:69.86
120.00' VC
EV
C
S
:
1
1
9
+
6
0
.
0
7
EV
C
E
:
9
9
0
.
1
3
PVIS:127+24.71
PVIE:993.89
AD:1.99
K:150.84
300.00' VC
BV
C
S
:
1
2
5
+
7
4
.
7
1
BV
C
E
:
9
9
5
.
6
2
LP STA:127+48.81
LP ELEV:994.62
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
145' - 15" RCP CL V @ 0.55%
INV: 989.10 (N)
SUMP: 985.07
5104
ST
A
1
2
1
+
1
7
.
9
8
-3
6
.
6
7
L
T
RI
M
=
9
9
2
.
5
1
(S
D
4
8
"
)
8"
4"
14"
8"
7"
8"5"
5"
4"4"
5"9"
18"
6"
UG
T
UG
T
UG
T
F/
O
F/
O
OH
E
OH
E
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
PE
PE
15"
5104
SEE SHEET 32 FOR
LATERAL PROFILE
5104A
R1
8
.
1
5
11
.
5
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
5
:
5
5
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
9
+
5
0
SE
E
S
H
E
E
T
19
M
A
T
C
H
L
I
N
E
S
T
A
:
1
2
6
+
5
0
SE
E
S
H
E
E
T
21
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
M
A
T
C
H
L
I
N
E
S
T
A
:
1
2
6
+
5
0
SE
E
S
H
E
E
T
21
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
20
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
19800 HACKAMORE ROAD
LAKEVIEW DEVELOPMENT CO LLC
GONYEA
19710 HACKAMORE ROAD
LAKEVIEW DEVELOPMENT CO LLC
GONYEA
655 HACKAMORE ROAD
NANCY JEAN 625 HACKAMORE
ROAD
HARRY A & ANGELA S
DENNY
MATCHLINE
SEE INSET ABOVE
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
21
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
1
9
+
5
0
SE
E
S
H
E
E
T
19
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
10"
6"
8"
8"
6"
6"
28"
48"48"
MB MB
MB MB MB MB
"""""""""""
28"
20"24"24"
16"
28"16"
12"16"
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
127+00 128+00 129+00 130+00 131+00 132+00 133+00
TE
TE
TE
TE
TE
TE
TE
TETETE
PE PE PE
PE PE PE
TE TE TE TE TE TE
5201 5202
24"
5105
15
"
5106
8
10
℄
EX RW
EX RW
EX RW
EX RW
L126
5107
5200
5212
0+00 1+00 2+00
0+00 1+00 2+00 3+00 3+25
1+
0
0
1+
9
8
11
11
6
STA 130+63.44
42.66' LT
END TAPER
STA 128+73.81
0.34' LT
STA 129+35.97
27.65' RT
BEGIN TAPER
STA 132+00.00
0.33' RT
R25 R25
1
1
1
1
1+00 2+00 3+00 3+82
5201A
5105A
5105B
5415 12"
12
"
980
985
990
995
1000
1005
1010
1015
1020
980
985
990
995
1000
1005
1010
1015
1020
99
5
.
0
99
4
.
7
99
4
.
5
99
4
.
6
99
4
.
7
99
5
.
1
99
5
.
5
99
6
.
1
99
6
.
6
99
7
.
2
99
7
.
9
99
8
.
7
99
9
.
4
99
9
.
9
10
0
0
.
5
10
0
1
.
5
10
0
1
.
8
99
4
.
9
4
99
4
.
7
0
99
4
.
6
2
99
4
.
7
1
99
4
.
9
6
99
5
.
3
6
99
5
.
7
8
99
6
.
2
9
99
6
.
9
3
99
7
.
6
7
99
8
.
4
1
99
9
.
1
5
99
9
.
9
0
10
0
0
.
6
3
10
0
1
.
2
3
10
0
1
.
6
2
10
0
1
.
8
8
127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
0.83%
1.48%
0.50%
PVIS:133+50.00
PVIE:1001.38
AD:0.98
K:122.14
120.00' VC
BV
C
S
:
1
3
2
+
9
0
.
0
0
BV
C
E
:
1
0
0
0
.
4
9
EV
C
S
:
1
3
4
+
1
0
.
0
0
EV
C
E
:
1
0
0
1
.
6
8
PVIS:127+24.71
PVIE:993.89
AD:1.99
K:150.84
300.00' VC
EV
C
S
:
1
2
8
+
7
4
.
7
1
EV
C
E
:
9
9
5
.
1
4
LP STA:127+48.81
LP ELEV:994.62
PVIS:130+00.00
PVIE:996.19
AD:0.65
K:185.24
120.00' VC
BV
C
S
:
1
2
9
+
4
0
.
0
0
BV
C
E
:
9
9
5
.
6
9
EV
C
S
:
1
3
0
+
6
0
.
0
0
EV
C
E
:
9
9
7
.
0
8
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
5202
ST
A
1
3
2
+
3
8
.
6
0
-2
1
.
6
7
L
T
RI
M
=
9
9
9
.
7
5
(6
0
"
Ø
)
8' - 24" RCP CL III @ 0.15%
INV: 992.83 (W)
INV: 992.83 (S)
INV: 993.83 (E)
5201
ST
A
1
3
1
+
0
5
.
6
3
-1
9
.
6
0
L
T
RI
M
=
9
9
7
.
1
4
(S
D
4
8
"
Ø
)
5202A
RI
M
:
9
9
9
.
5
6
ST
A
1
3
3
+
7
8
.
3
5
,
4
4
.
5
4
'
L
T
TO
P
S
L
A
B
C
Y
L
I
N
D
E
R
&
C
A
S
T
I
N
G
(
R
E
C
T
A
N
G
U
L
A
R
)
IN
V
:
9
9
5
.
6
0
(
W
)
- R
-
3
0
6
7
199' - 12" RCP CL V @
1
.
3
6
%
5105B
ST
A
1
2
9
+
4
9
.
5
7
-1
7
.
6
7
L
T
RI
M
=
9
9
5
.
3
9
(4
8
"
Ø
)
INV: 990.59 (S)
INV: 990.49 (W)
125' - 24" RCP CL V @ 0.15%
142' - 12" RCP CL V @
1
.
2
5
%
INV: 993.03 (E)
INV: 993.08 (N)
INV: 993.02 (W)
INV: 993.02 (E)
5201A
ST
A
1
3
1
+
1
3
.
6
4
-1
9
.
6
7
L
T
RI
M
=
9
9
7
.
9
3
(4
8
"
Ø
)
5415
ST
A
1
2
7
+
5
0
.
5
0
-2
3
.
0
6
L
T
RI
M
=
9
9
4
.
1
6
(4
8
"
Ø
)
INV: 987.69 (S)
INV: 987.79 (E)
INV: 987.69 (N)
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
6
:
3
3
P
M
N
S.A.P.
SHEET
OF
122
21
STREET & STORM
SEWER PLANS
215-119-001
250-103-002
C.P.
XXXX-XX
M
A
T
C
H
L
I
N
E
S
T
A
:
1
2
6
+
5
0
SE
E
S
H
E
E
T
20
M
A
T
C
H
L
I
N
E
S
T
A
:
1
3
3
+
5
0
SE
E
S
H
E
E
T
22
M
A
T
C
H
L
I
N
E
S
T
A
:
1
3
3
+
5
0
SE
E
S
H
E
E
T
22
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
6215 HACKAMORE CIRCLE
FREDERICK J BENKUSKY
6210 HACKAMORE CIRCLE
JOHN G & SHERRY A MORRILL
565 HACKAMORE
ROAD
RYAN M & APRIL
D LINDELL
545 HACKAMORE
ROAD
TIMOTHY J
BEAURPE
PID 0111823210008
PULTE HOMES OF MINNESOTA LLC
THE RESERVE OF MEDINA
HA
C
K
A
M
O
R
E
C
I
R
C
L
E
CONNECT TO
EXISTING
STORM SEWER
625 HACKAMORE
ROAD
HARRY A & ANGELA S
DENNY
DITCH 1 - SEE SHEET
28 FOR PROFILE DITCH 2 - SEE SHEET
29 FOR PROFILE
SWALE GRADING - SEE
SHEET 33 FOR PROFILE
M
A
T
C
H
L
I
N
E
S
T
A
:
1
2
6
+
5
0
SE
E
S
H
E
E
T
20
MATCHLINE
SEE SHEET 32
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
6"6"
8"
6"
14"14"14"14"
MB
VLT
"""
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
UG
T
UG
T
UG
T
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OH
E
OH
E
134+00 135+00 136+00 137+00 138+00 139+00 140+00
TE TE
PE PE PE PE PE PE PE PE PE PE PE
5203 5204
15"
15
"
10 10
℄
EX RW EX RW
EX RW
L126
5204B 5204D5204C
5204A5203A15"15"
3+00 4+00 5+00
5+55
5202A
END TAPER
STA 134+92.64
11.67' LTSTA 134+97.44
19.91' RT
11
12
11
R25
R25
R10
R20
1:15
4.5
11
11
4.5
11
12
11
STA 136+87.37
58.08' LT
STA 137+49.69
28.95' RT
STA 138+74.95
41.89' RT
11.27 R20.09
1
0+00 1+00
CONNECT EXISTING
PRIVATE SUMP DRAIN PIPE
5203B
15204F5204E
985
990
995
1000
1005
1010
1015
1020
1025
985
990
995
1000
1005
1010
1015
1020
1025
10
0
0
.
5
10
0
1
.
5
10
0
1
.
8
10
0
1
.
9
10
0
2
.
2
10
0
2
.
4
10
0
2
.
6
10
0
2
.
9
10
0
3
.
2
10
0
3
.
3
10
0
3
.
9
10
0
4
.
1
10
0
4
.
6
10
0
5
.
2
10
0
6
.
4
10
0
7
.
4
10
0
8
.
5
10
0
1
.
2
3
10
0
1
.
6
2
10
0
1
.
8
8
10
0
2
.
1
3
10
0
2
.
3
8
10
0
2
.
6
3
10
0
2
.
8
8
10
0
3
.
1
3
10
0
3
.
3
8
10
0
3
.
6
3
10
0
3
.
8
8
10
0
4
.
3
5
10
0
5
.
1
3
10
0
6
.
1
3
10
0
7
.
1
3
10
0
8
.
1
3
10
0
9
.
1
3
134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141+00 141+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
0.50%
2.00%
PVIS:133+50.00
PVIE:1001.38
AD:0.98
K:122.14
120.00' VC
EV
C
S
:
1
3
4
+
1
0
.
0
0
EV
C
E
:
1
0
0
1
.
6
8
PVIS:139+00.00
PVIE:1004.13
AD:1.50
K:80.00
120.00' VC
BV
C
S
:
1
3
8
+
4
0
.
0
0
BV
C
E
:
1
0
0
3
.
8
3
EV
C
S
:
1
3
9
+
6
0
.
0
0
EV
C
E
:
1
0
0
5
.
3
3
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
INV: 999.32 (E)
INV: 999.32 (N)
8' - 15" RCP CL V @ 0.61%
INV: 998.49 (W)
INV: 998.39 (S)
INV: 999.14 (N)
5204
ST
A
1
3
8
+
6
2
.
0
7
-2
9
.
5
0
L
T
RI
M
=
1
0
0
3
.
1
7
(4
8
"
Ø
)
5203
ST
A
1
3
7
+
2
6
.
7
0
-2
9
.
6
8
L
T
RI
M
=
1
0
0
2
.
4
5
(S
D
4
8
"
Ø
)
5203B
ST
A
1
3
7
+
3
4
.
6
9
-2
9
.
6
7
L
T
RI
M
=
1
0
0
3
.
1
6
(4
8
"
Ø
)
127' - 15" RCP CL V @ 0.61%
INV: 999.27 (W)
INV: 999.27 (E)
48' - 12" RCP CL V @ 4.31%
INV: 997.35 (W)
INV: 995.29 (W)
INV: 995.30 (E)
5204E
ST
A
1
3
5
+
0
6
.
1
6
25
.
9
8
R
T
RI
M
=
9
9
9
.
5
8
(2
7
"
Ø
)
5204F
ST
A
1
3
4
+
5
9
.
2
4
28
.
3
8
R
T
RI
M
=
9
9
8
.
9
8
(2
7
"
Ø
)
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
7
:
1
6
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
3
3
+
5
0
SE
E
S
H
E
E
T
21
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
0
+
5
0
SE
E
S
H
E
E
T
23
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
0
+
5
0
SE
E
S
H
E
E
T
23
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
22
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
6205 HUNTER ROAD
JOSEPH & HANNA SMITH
19510 HACKAMORE ROAD
OLGA & SERGEY KARACHENETS
435 HACKAMORE ROAD
MARILYN A LARSON
PID 0111823210008
PULTE HOMES OF MINNESOTA LLC
THE RESERVE OF MEDINA
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
HU
N
T
E
R
R
O
A
D
CONNECT TO
EXISTING
STORM SEWER
M
A
T
C
H
L
I
N
E
S
T
A
:
1
3
3
+
5
0
SE
E
S
H
E
E
T
21
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
2"
2"
2"
2"2"
TNH ELEV: 1010.28
2"
2"
2"
2"
TNH ELEV: 1008.13
141
5
100
7
.
0
3
TR
C
1
5
149
5
100
1
.
1
7
TR
C
1
0
764
9
100
7
.
1
8
SE
C
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UG
T
UG
T
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
UGT UGT UGT UGT UGT UGT
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
141+00 142+00 143+00 144+00 145+00 146+00 147+00
5300 15"
5301 15"10 10
℄
EX RW EX RW
EX RW EX RW
L12012
11
4.5
12
11
4.5
1111
BEGIN TAPER
STA 140+97.63
0.32' RT
END TAPER
STA 142+77.63
11.69' LT
1:15
R25
R25
R25
STA 145+14.79
41.84' RT
STA 145+25.11
67.68' LT
11.5
11
11
53
2+00 3+00 4+004+02
BEGIN TAPER
STA 147+55.06
0.03' RT
1
980
985
990
995
1000
1005
1010
1015
1020
1025
980
985
990
995
1000
1005
1010
1015
1020
1025
10
0
6
.
4
10
0
7
.
4
10
0
8
.
5
10
0
9
.
2
10
0
9
.
6
10
1
0
.
2
10
1
0
.
3
10
1
0
.
0
10
0
9
.
5
10
0
8
.
8
10
0
7
.
5
10
0
5
.
3
10
0
3
.
5
10
0
1
.
9
10
0
0
.
3
99
8
.
7
99
6
.
9
10
0
7
.
1
3
10
0
8
.
1
3
10
0
9
.
1
3
10
1
0
.
0
8
10
1
0
.
7
3
10
1
1
.
0
2
10
1
0
.
9
6
10
1
0
.
5
4
10
0
9
.
7
7
10
0
8
.
6
9
10
0
7
.
5
6
10
0
6
.
2
2
10
0
4
.
5
6
10
0
2
.
6
9
10
0
0
.
8
2
99
8
.
9
4
99
7
.
0
7
141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
2.00%-2.25%
-3.75%
PVIS:143+25.00
PVIE:1012.63
AD:4.25
K:70.59
300.00' VC
BVCS:141+75.00
BVCE:1009.63
EVCS:144+75.00
EVCE:1009.25
HP STA:143+16.18
HP ELEV:1011.04
PVIS:146+00.00
PVIE:1006.44
AD:1.50
K:80.00
120.00' VC
BVCS:145+40.00
BVCE:1007.79
EVCS:146+60.00
EVCE:1004.19
HP STA:145+40.00
HP ELEV:1007.79
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
5300
ST
A
1
4
4
+
6
1
.
4
7
-2
9
.
7
0
L
T
RI
M
=
1
0
0
8
.
7
3
(2
'
X
3
'
)
115' - 15" R
C
P
C
L
V
@
3
.
1
0
%
5301
ST
A
1
4
5
+
7
6
.
5
4
-3
6
.
7
0
L
T
RI
M
=
1
0
0
5
.
9
4
(4
8
"
Ø
)
240' - 15" R
C
P
C
L
V
@
3
.
0
8
%
240' - 15" R
C
P
C
L
V
@
3
.
0
8
%
240' - 15" R
C
P
C
L
V
@
3
.
0
8
%
5302
ST
A
1
4
8
+
1
7
.
6
9
-3
4
.
7
8
L
T
RI
M
=
9
9
7
.
6
6
(4
8
"
Ø
)
39' - 15" RCP CL V @ 4.09%
INV: 1005.14 (E)
INV: 1001.56 (W)
INV: 1001.56 (E)
INV: 994.16 (W)
INV: 991.00 (NE)
SUMP: 987.00
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
8
:
0
1
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
0
+
5
0
SE
E
S
H
E
E
T
22
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
7
+
5
0
SE
E
S
H
E
E
T
24
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
7
+
5
0
SE
E
S
H
E
E
T
24
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
23
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
RAVINIA 10TH ADDITION
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
RAVINIA 10TH ADDITIONST
E
E
P
L
E
C
H
A
S
E
L
A
N
E
BE
R
G
A
M
O
T
DR
I
V
E
10' WIDE EXISTING
TRAIL EASEMENT
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
0
+
5
0
SE
E
S
H
E
E
T
22
CONTRACTOR TO MAINTAIN DRAINAGE
BETWEEN PHASES. ALL TEMPORARY
WORK SHALL BE INCIDENTAL
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
MB
MB
7"
11"
13"
9"
7"9"
9"
20"
14"
24"
11"
8"12"
C
CC
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
148+00 149+00 150+00 151+00 152+00 153+00 154+00
PE PE
TETETETETETETETETETETETE
5302
5304
5305
15
"
15"
5400
8
℄
EX RW
EX RW
L104
L122
11
11
11
5
11
11
6
BEGIN TAPER
STA 148+22.65
33.93' LT
END TAPER
STA 149+11.56
24.27' LT
1:12
20' TRANSITION
FROM 10' TRAIL TO
8' TRAIL
END TAPER
STA 151+76.49
0.00'
1
11
1
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
10
0
0
.
3
99
8
.
7
99
6
.
9
99
5
.
1
99
3
.
3
99
1
.
6
99
0
.
0
98
8
.
9
98
7
.
9
98
7
.
0
98
5
.
9
98
5
.
0
98
4
.
0
98
3
.
0
98
2
.
0
98
0
.
8
97
9
.
6
10
0
0
.
8
2
99
8
.
9
4
99
7
.
0
7
99
5
.
1
9
99
3
.
3
2
99
1
.
6
7
99
0
.
3
5
98
9
.
2
4
98
8
.
1
4
98
7
.
0
4
98
5
.
9
4
98
4
.
8
4
98
3
.
7
4
98
2
.
6
4
98
1
.
5
4
98
0
.
4
4
97
9
.
3
4
148+00 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
-3.75%
-2.20%
PVIS:150+00.00
PVIE:991.44
AD:1.55
K:77.39
120.00' VC
BV
C
S
:
1
4
9
+
4
0
.
0
0
BV
C
E
:
9
9
3
.
6
9
EV
C
S
:
1
5
0
+
6
0
.
0
0
EV
C
E
:
9
9
0
.
1
2
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
INV: 994.16 (W)
INV: 991.00 (NE)
SUMP: 987.00
39' - 15" RCP CL V @ 4.09%
40' - 15" RCP CL V @ 0.50%
5304
ST
A
1
4
8
+
3
7
.
4
9
-6
8
.
2
7
L
T
RI
M
=
9
9
3
.
2
5
(4
8
"
Ø
)
INV: 989.41 (SW)
INV: 983.20 (NE)
5302
ST
A
1
4
8
+
1
7
.
6
9
-3
4
.
7
8
L
T
RI
M
=
9
9
7
.
6
6
(4
8
"
Ø
)
5305
ST
A
1
4
8
+
6
8
.
1
9
-9
4
.
3
9
L
T
RI
M
=
9
8
4
.
5
2
(1
5
"
F
E
S
)
5400
ST
A
1
5
3
+
9
9
.
3
2
-2
2
.
5
2
L
T
RI
M
=
9
8
1
.
3
1
(4
8
"
Ø
)
INV: 975.50 (E)
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
1
8
:
5
8
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
7
+
5
0
SE
E
S
H
E
E
T
23
M
A
T
C
H
L
I
N
E
S
T
A
:
1
5
4
+
5
0
SE
E
S
H
E
E
T
25
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
M
A
T
C
H
L
I
N
E
S
T
A
:
1
5
4
+
5
0
SE
E
S
H
E
E
T
25
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
24
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
10' WIDE EXISTING
TRAIL EASEMENT
M
A
T
C
H
L
I
N
E
S
T
A
:
1
4
7
+
5
0
SE
E
S
H
E
E
T
23
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
1959 - Woodward
75.82
FILTRATION BASIN-HACK
Top Sand- 974.0
HWL- 976.1
TRAIL LOCATION TBD
MONUMENT
8"8"8"8"
8"
8"
8"
MB
165
3
975
.
4
0
SG
T
10"
7"
11"
10"
11"
11"
12"
10"4"
17"
19"
8"
39"
10"
42"
28"
36"
MB
7"
8"
24"
7"
8"
10"9"
10"11"
5"
10"
14"
11"
6"
7"
8"
6"8"
6"4"
3"
4"3"
11"
8"
5"
8"
6"
9"
9"13"
10"
3"3"5"
6"11"11"7"7"6"7"5"7"7"6"9"4"4"7"5"7"4"8"5"4"5"9"4"7"6"
6"
9"9"
4"5"7"5"
8"
5"8"
8"
7"5"
7"
4"6"
7"
5"6"
6"
5"5"
10"
5"6"7"4"4"
9"
7"
5"
4"4"
9"
4"
11"
8"
C
C C
C CC
C
CCCC
CC
CCCCCCCCC
C
C
C
CCCCC
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
155+00 156+00 157+00 158+00 159+00 160+00 161+00
PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE PE
TE TE TE TE TE TE TE TE TE TE
TETETETETETE
5407
5408
5402
5406
15
"
24
"
15
"
5401
5403
FUT MH
15"8
℄
EX RW
EX RW
L106
L108
6
11
11
6
11
12
11
R23.5 R25
STA 160+52.05
70.37' LT
END TAPER
STA 158+95.06
11.67' LT
BEGIN TAPER
STA 157+14.80
0.26' RT
1:15
11
11
STORMWATER POND
TO BE CONSTRUCTED
BY OTHERS
12"
5402A 11
960
965
970
975
980
985
990
995
1000
1005
960
965
970
975
980
985
990
995
1000
1005
98
2
.
0
98
0
.
8
97
9
.
6
97
8
.
6
97
7
.
8
97
7
.
5
97
7
.
1
97
6
.
9
97
6
.
5
97
6
.
4
97
6
.
5
97
6
.
9
97
8
.
6
98
0
.
6
98
2
.
5
98
4
.
0
98
4
.
4
98
1
.
5
4
98
0
.
4
4
97
9
.
3
4
97
8
.
3
6
97
7
.
5
9
97
7
.
0
5
97
6
.
7
4
97
6
.
6
5
97
6
.
7
9
97
7
.
0
4
97
7
.
3
5
97
8
.
1
2
97
9
.
4
0
98
1
.
1
2
98
2
.
4
9
98
3
.
3
0
98
3
.
5
4
155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
-2.20%
0.50%
3.60%
PVIS:162+60.17
PVIE:986.90
AD:7.85
K:43.94
345.00' VC
BV
C
S
:
1
6
0
+
8
7
.
6
7
BV
C
E
:
9
8
0
.
6
9
HP STA:162+45.92
HP ELEV:983.54
PVIS:157+00.20
PVIE:976.04
AD:2.70
K:111.14
300.00' VC
BV
C
S
:
1
5
5
+
5
0
.
2
0
BV
C
E
:
9
7
9
.
3
4
EV
C
S
:
1
5
8
+
5
0
.
2
0
EV
C
E
:
9
7
6
.
7
9
LP STA:157+94.64
LP ELEV:976.65
PVIS:160+00.27
PVIE:977.54
AD:3.10
K:48.36
150.00' VC
BV
C
S
:
1
5
9
+
2
5
.
2
7
BV
C
E
:
9
7
7
.
1
7
EV
C
S
:
1
6
0
+
7
5
.
2
7
EV
C
E
:
9
8
0
.
2
4
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
5402
ST
A
1
5
6
+
9
8
.
1
8
-2
9
.
7
4
L
T
RI
M
=
9
7
5
.
5
7
(2
7
"
Ø
)
INV: 972.58 (N)
INV: 972.90 (W)
INV: 972.58 (E)
78' - 15" RCP CL V @ 0.99%
INV: 975.14 (S)
SUMP: 972.20
5407
ST
A
1
6
0
+
9
4
.
6
2
-3
6
.
8
1
L
T
RI
M
=
9
7
9
.
8
6
(4
8
"
Ø
)
291' - 15" RCP CL V @ 0.86%
INV: 973.00 (W)
INV: 973.00 (E)
8' - 15" RCP CL V @ 1.21%
5401
ST
A
1
5
6
+
8
9
.
9
2
-2
9
.
2
5
L
T
RI
M
=
9
7
5
.
6
6
(2
7
"
Ø
)
118' - 24" RCP CL V @ 0.94%
5402A
ST
A
1
5
8
+
0
1
.
8
7
-3
0
.
8
9
L
T
RI
M
=
9
7
5
.
1
5
(2
7
"
Ø
)
INV: 972.96 (W)
104' - 12" RCP CL V @ 0.37%
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
0
:
0
8
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
5
4
+
5
0
SE
E
S
H
E
E
T
24
M
A
T
C
H
L
I
N
E
S
T
A
:
1
6
1
+
5
0
SE
E
S
H
E
E
T
26
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
M
A
T
C
H
L
I
N
E
S
T
A
:
1
6
1
+
5
0
SE
E
S
H
E
E
T
26
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
25
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
19220 HACKAMORE ROAD
GREGORY S & JACKIE A HOGLUND
19200 HACKAMORE ROAD
HOMELAND INVSTMNTS LLC ETAL
PID 0111823110014
WILD MEADOWS HMOWNRS ASC INC
M
A
T
C
H
L
I
N
E
S
T
A
:
1
5
4
+
5
0
SE
E
S
H
E
E
T
24
GRADE TO DRAIN
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
1959 - Woodward 1959 - Woodward
1959 - Woodward
1959 - Woodward
195
9
-
W
o
o
d
w
a
r
d
Top Sand-969
HWL-971.3
2' Sand -200 cy
E
E
E
HH
E
E
HH
12"
MB
E
E
612
5
973
.
3
8
util
G
A
S
B
O
X
612
6
973
.
6
3
util
G
A
S
E
13"
14"
10"
11"10"
12"
11"7"
5"
4"4"9"
8"
3"
14"
8"
6"
5"5"
4"
11"9"9"
8"
8DEAD"
4"
4"
5"8"
12"
4"
5"7"
4"
6"
7"5"
6"
4"
4"
4"
6"
6"4"
21"
10"
13"
19"8DEAD"
13"
4"
16"
5"4"9"
11"
5"7"
8"
13"10"
9"
19"
CO
14"
17"
8"
7"
11"
16"
8"
17"
7"
12"
18"
18"
18"
17"
16"
12"
7"
8"
10"
10"
C
G
C
C
G G G
G G
G G
G
C
CCC
CCCC CCCCCCCCCC
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OH
T
OH
T
OH
T
OHT OHT
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
162+00 163+00 164+00 165+00 166+00 167+00 168+00
PE PE PE PE PE
PE
PE
PE
PE
PE
PE
PE
PE
PE
TE TE TE TE TE TE
TE
TE
TE
TE
TE TE
TE
TE TE
TE
TE
TE
TE
TE
5412
5411
5409 24
"
10
℄
EX RW
EX RW
EX RW
L110 L112
END SAP 215-119-001 / 250-103-002
STA: 166+52.47
11
11
6
12
11
11
BEGIN TAPER
STA 162+89.78
0.33' RT
END TAPER
STA 164+69.82
11.67' LT
1:15
END TAPER
STA 164+65.72
27.50' LT
BEGIN TAPER
STA 163+44.09
34.50' LT
1:15
11
960
965
970
975
980
985
990
995
1000
1005
960
965
970
975
980
985
990
995
1000
1005
98
2
.
5
98
4
.
0
98
4
.
4
98
4
.
0
98
2
.
8
98
0
.
7
97
8
.
5
97
6
.
7
97
5
.
2
97
4
.
0
97
3
.
0
97
2
.
9
97
2
.
8
97
1
.
7
97
0
.
7
96
9
.
6
98
2
.
4
9
98
3
.
3
0
98
3
.
5
4
98
3
.
2
1
98
2
.
3
1
98
0
.
8
4
97
8
.
8
3
97
6
.
8
5
97
5
.
2
9
97
4
.
1
6
162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50
PROPOSED
CL ELEVATION
EXISTING
CL ELEVATION
-4.25%
PV
I
S
:
1
6
6
+
4
0
.
8
9
PV
I
E
:
9
7
3
.
5
6
PVIS:162+60.17
PVIE:986.90
AD:7.85
K:43.94
345.00' VC
EV
C
S
:
1
6
4
+
3
2
.
6
7
EV
C
E
:
9
7
9
.
5
7
HP STA:162+45.92
HP ELEV:983.54 PVIS:165+50.17
PVIE:974.58
AD:3.13
K:57.47
180.00' VC
BV
C
S
:
1
6
4
+
6
0
.
1
7
BV
C
E
:
9
7
8
.
4
0
EV
C
S
:
1
6
6
+
4
0
.
1
7
EV
C
E
:
9
7
3
.
5
7
PROPOSED
CL PROFILE
EXISTING
CL PROFILE
14' - 24" RCP CL III @ 0.00%
INV: 963.76 (N)
5412
ST
A
1
6
6
+
3
8
.
5
2
-2
9
.
6
7
L
T
RI
M
=
9
7
2
.
7
8
(2
'
X
3
'
)
31' - 15" RCP CL V @ 1.00%
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
1
:
0
8
P
M
N
M
A
T
C
H
L
I
N
E
S
T
A
:
1
6
1
+
5
0
SE
E
S
H
E
E
T
25
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
26
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
19200 HACKAMORE ROAD
HOMELAND INVSTMNTS LLC ETAL
PID 0111823110014
WILD MEADOWS HMOWNRS ASC INC
M
A
T
C
H
L
I
N
E
S
T
A
:
1
6
1
+
5
0
SE
E
S
H
E
E
T
25 END SAP 215-119-001 / 250-103-002
STA: 166+94.26
WORK SHOWN TO BE
COMPLETED BY OTHER
PRIOR TO CONSTRUCTION
CS
A
H
1
0
1
(
B
R
O
C
K
T
O
N
L
A
N
E
)
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
30
0
18
0
GG
EEE
E
E
E
E
HH
32"
14"
8"6"
12"
14"
16"
UG
T
UG
T
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UGT
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT UGT UGT
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
F/
O
F/
O
F/
O
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UGE UGE UGE UGE UGE UG
E
UG
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
11
3
+
0
0
11
4
+
0
0
11
5
+
0
0
TE
TE
PE
PE
TE TE TE TE TE TE TE
TE
TE
TE TE TE TE TE TE TE
TE
PE
PEPE
5011
5012
5013
5100
12"
12
"
24"
EX
R
W
EX RW
EX RW
5110
5112
4.
5
11
11
12
12
1
1
12
12
18
"
R5
5
R5
0
R5
0
R4
5
HACKAMORE ROAD
NUMBER
L100
L124
L126
L120
L122
L104
L106
L108
L110
L112
L114
L116
L118
BEGIN
STATION
94+00.00
112+34.74
132+00.01
134+92.77
147+63.21
151+76.49
153+32.52
158+94.88
161+14.23
163+54.32
168+36.04
171+05.21
172+65.26
END
STATION
112+34.74
132+00.01
134+92.77
147+63.21
151+76.49
153+32.52
158+94.88
161+14.23
163+54.32
168+36.04
171+05.21
172+65.26
174+11.58
LENGTH
1834.74
1965.27
292.76
1270.44
413.27
156.03
562.36
219.35
240.09
481.72
269.17
160.05
146.32
DEGREE DELTA RADIUS LINE/CHORD
DIRECTION
S89°38'12.42"E
S89°23'46.65"E
S88°05'27.05"E
S89°23'41.22"E
N88°33'33.49"E
S89°22'59.69"E
S87°55'07.89"E
S89°23'46.87"E
S88°55'08.70"E
S89°41'37.28"E
S88°20'08.11"E
S89°46'03.65"E
S88°20'08.11"E
BEGIN
COORDINATES
N:200169.3580
E:456829.4637
N:200157.7271
E:458664.1664
N:200137.0201
E:460629.3254
N:200127.2666
E:460921.9278
N:200113.8472
E:462192.2982
N:200124.2378
E:462605.4409
N:200122.5582
E:462761.4660
N:200102.1363
E:463323.4538
N:200099.8253
E:463542.7935
N:200095.2962
E:463782.8374
N:200092.7209
E:464264.5501
N:200084.9027
E:464533.6090
N:200084.2537
E:464693.6577
END
COORDINATES
N:200157.7271
E:458664.1664
N:200137.0201
E:460629.3254
N:200127.2666
E:460921.9278
N:200113.8472
E:462192.2982
N:200124.2378
E:462605.4409
N:200122.5582
E:462761.4660
N:200102.1363
E:463323.4538
N:200099.8253
E:463542.7935
N:200095.2962
E:463782.8374
N:200092.7209
E:464264.5501
N:200084.9027
E:464533.6090
N:200084.2537
E:464693.6577
N:200080.0039
E:464839.9139
POINT OF
INTERSECTION
30
0
GGGGGGGGGGG
E
E
16"
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
F/
O
F/
O
F/
O
UGE UGE UGE UGE
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
TE
TE
PE
PE
5011
24"
EX
R
W
EX RW5110
5112
4.
5
12
1
12
12
18
0
EX RW
R5
5
R5
0
M
A
T
C
H
L
I
N
E
SE
E
B
E
L
O
W
COUNTY ROAD 116 / PINOT DRIVE
SCALE IN FEET
0
H:
30 60
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
2
:
3
6
P
M
N
MATCHLINE STA 113+00
SEE SHEET 19
MATCHLINE STA 115+00
SEE SHEET 19
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
27
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
MPM
JLS
GMD
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
MATCHLINE STA 113+00
SEE SHEET 19
MATCHLINE STA 115+00
SEE SHEET 19
M
A
T
C
H
L
I
N
E
SE
E
A
B
O
V
E
SCALE IN FEET
0
H:
30 60
N
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
10"
6"
8"
8"
6"
6"
28"
48"48"
MB MB
MB MB MB MB
"""""""""""
28"
20"24"24"
16"
28"16"
12"16"
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
127+00 128+00 129+00 130+00 131+00 132+00 133+00
TE
TE
TE
TE
TE
TE
TE
TETETE
PE PE PE
PE PE PE
TE TE TE TE TE TE
5201 5202
24"
5105
15
"
5106
8
10
℄
EX RW
EX RW
EX RW
EX RW
L126
5107
5200
5212
0+00 1+00 2+00
0+00 1+00 2+00 3+00 3+25
1+
0
0
1+
9
8
11
11
6
STA 130+63.44
42.66' LT
END TAPER
STA 128+73.81
0.34' LT
STA 129+35.97
27.65' RT
BEGIN TAPER
STA 132+00.00
0.33' RT
R25 R25
1
1
1
1
1+00 2+00 3+00 3+82
5201A
5105A
5105B
5415 12"
12
"
990
995
1000
990
995
1000
99
3
.
0
99
1
.
9
99
1
.
9
99
2
.
4
99
2
.
8
99
3
.
1
99
3
.
7
99
3
.
0
0
99
1
.
5
2
99
1
.
7
5
99
2
.
0
0
99
2
.
2
5
99
2
.
7
5
99
3
.
2
6
0+50 1+00 1+50 2+00 2+50 3+00 3+50
-2.96%
2.54%
1.01%
0.50%
PV
I
S
:
0
+
0
0
.
0
0
PV
I
E
:
9
9
3
.
0
0
PV
I
S
:
0
+
5
0
.
6
8
PV
I
E
:
9
9
1
.
5
0
PV
I
S
:
2
+
0
0
.
0
0
PV
I
E
:
9
9
2
.
2
5
PV
I
S
:
3
+
0
4
.
2
7
PV
I
E
:
9
9
3
.
3
0
PV
I
S
:
3
+
2
5
.
2
5
PV
I
E
:
9
9
3
.
8
3
PROPOSED GRADE
DITCH PROFILE
985
990
995
985
990
995
99
2
.
7
99
2
.
8
99
2
.
2
99
1
.
1
99
1
.
0
99
1
.
1
99
1
.
7
99
2
.
3
6
99
1
.
6
7
99
0
.
3
0
99
0
.
5
0
99
0
.
7
4
99
1
.
4
3
0+50 1+00 1+50 2+00 2+50 3+00
0.47%1.41%
-0.60%
-2.74%
PV
I
S
:
0
+
0
2
.
7
0
PV
I
E
:
9
9
2
.
6
5
PV
I
S
:
0
+
8
1
.
6
2
PV
I
E
:
9
9
2
.
1
7
PV
I
S
:
1
+
5
0
.
9
0
PV
I
E
:
9
9
0
.
2
7
PV
I
S
:
2
+
5
0
.
9
0
PV
I
E
:
9
9
0
.
7
4
PROPOSED GRADE
DITCH PROFILE
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
3
:
4
0
P
M
N
S.A.P.
SHEET
OF
122
28
STREET & STORM
SEWER PLANS
215-119-001
250-103-002
C.P.
XXXX-XX
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
6215 HACKAMORE CIRCLE
FREDERICK J BENKUSKY
6210 HACKAMORE CIRCLE
JOHN G & SHERRY A MORRILL
565 HACKAMORE
ROAD
RYAN M & APRIL
D LINDELL
545 HACKAMORE
ROAD
TIMOTHY J
BEAURPE
PID 0111823210008
PULTE HOMES OF MINNESOTA LLC
THE RESERVE OF MEDINA
HA
C
K
A
M
O
R
E
C
I
R
C
L
E
CONNECT TO
EXISTING STORM
625 HACKAMORE
ROAD
HARRY A & ANGELA S
DENNY
DITCH 1 - SEE PROFILE BELOW
DITCH 1 PROFILE
DITCH 3 PROFILE
DITCH 3 - SEE PROFILE BELOW
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
14"14"14"14"
MB MB MB MB
""""""""""""""
28"
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OH
E
131+00 132+00 133+00 134+00 135+00 136+00 137+00
PE PE PE PE PE PE PE PE PE
520352015202
24"15"10 10
℄
EX RW
EX RW
EX RW
EX RW
EX RW
L126
5203A15"
5200
5212
0+00 1+00 2+00 3+00 4+00 5+00
5+55
5202A
BEGIN TAPER
STA 132+00.00
0.33' RT END TAPER
STA 134+92.64
11.67' LTSTA 134+97.44
19.91' RT
11
12
11
R25
R25
R10
R25 R25
1:15
11
STA 136+87.37
58.08' LT
STA 137+49.69
28.95' RT
11.27
1
5203B5201A
5204F 5204E
990
995
1000
1005
990
995
1000
1005
99
6
.
1
99
7
.
4
99
8
.
9
99
9
.
4
10
0
0
.
0
10
0
1
.
0
99
9
.
2
99
9
.
2
99
9
.
5
10
0
0
.
1
99
9
.
9
99
9
.
8
99
8
.
4
8
99
8
.
7
4
99
9
.
0
0
99
9
.
2
6
99
9
.
5
2
99
9
.
7
8
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
0.52%
PV
I
S
:
2
+
8
5
.
9
5
PV
I
E
:
9
9
8
.
4
1
PV
I
S
:
5
+
5
4
.
7
3
PV
I
E
:
9
9
9
.
8
1
PROPOSED GRADE
DITCH PROFILE
SEE CROSS SECTIONS FOR
GRADING IN THIS AREA
985 985
99
2
.
7
99
2
.
8
99
2
.
2
99
1
.
1
99
1
.
0
99
1
.
1
99
1
.
7
99
2
.
3
6
99
1
.
6
7
99
0
.
3
0
99
0
.
5
0
99
0
.
7
4
99
1
.
4
3
0+50 1+00 1+50 2+00 2+50 3+00
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
4
:
3
1
P
M
N
S.A.P.
SHEET
OF
122
29
STREET & STORM
SEWER PLANS
215-119-001
250-103-002
C.P.
XXXX-XX
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
6210 HACKAMORE CIRCLE
JOHN G & SHERRY A MORRILL
545 HACKAMORE
ROAD
TIMOTHY J
BEAURPE
PID 0111823210008
PULTE HOMES OF MINNESOTA LLC
THE RESERVE OF MEDINA
CONNECT TO
EXISTING STORM
HU
N
T
E
R
S
R
O
A
D
DITCH 2 - SEE PROFILE BELOW
DITCH 2 PROFILE
HA
C
K
A
M
O
R
E
C
I
R
C
L
E
WSB PROJECT NO.:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
S.A.P.
215-119-001
250-103-002
BITUMINOUS
TRAIL
LEGEND
PROPOSED CURB AND GUTTER DES. B618
GRAVEL DRIVEWAY
PROPOSED BITUMINOUS EDGE CONCRETE
WALKPROPOSED DRAINAGE STRUCTURE
PROPOSED RCP STORM SEWER
APPROX. CONSTRUCTION LIMITS
PE TEPERMANENT EASEMENT
TEMPORARY EASEMENT 1 DRAINTILE CLEANOUT
PROPOSED DRAINTILE
PE
TE
TRAFFIC SIGNAL POLE PEDESTRIAN PUSH BUTTON
TNH ELEV: 1010.28
2"
TNH ELEV: 1008.13
6"6"
8"
6"
141
5
100
7
.
0
3
TR
C
1
5
MB
VLT
764
9
100
7
.
1
8
SE
C
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UG
T
UG
T
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
139+00 140+00 141+00 142+00 143+00 144+00 145+00
TE TE
PE
5204
15
"
5300 15"10
10
℄
EX RW
EX RW
EX RW
L120
5204B 5204D5204C
5204A15"
R20
4.5
11
12
11
STA 138+74.95
12
11
4.5
12
11
4.5
1111
BEGIN TAPER
STA 140+97.63
0.32' RT
END TAPER
STA 142+77.63
11.69' LT
1:15
R25
R20.09
R25
STA 145+14.79
41.84' RT
STA 145+25.11
67.68' LT
53
0+00 1+00 2+00 3+00 4+004+02
CONNECT EXISTING
PRIVATE SUMP DRAIN PIPE
1
995
1000
1005
1010
1015
995
1000
1005
1010
1015
10
0
2
.
4
10
0
2
.
8
10
0
3
.
4
10
0
4
.
6
10
0
6
.
2
10
0
7
.
1
10
0
7
.
3
10
0
7
.
6
10
0
7
.
6
10
0
1
.
4
0
10
0
2
.
0
1
10
0
2
.
6
2
10
0
3
.
4
8
10
0
4
.
7
6
10
0
5
.
8
4
10
0
6
.
0
9
10
0
6
.
3
4
10
0
6
.
5
9
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
1.22%
2.56%
0.50%
PV
I
S
:
0
+
0
0
.
0
0
PV
I
E
:
1
0
0
1
.
4
0
PV
I
S
:
1
+
3
1
.
4
0
PV
I
E
:
1
0
0
3
.
0
0
PV
I
S
:
2
+
4
0
.
4
2
PV
I
E
:
1
0
0
5
.
7
9
PV
I
S
:
4
+
0
2
.
3
1
PV
I
E
:
1
0
0
6
.
6
0
PROPOSED GRADE
DITCH PROFILE
HACKAMORE ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
5
:
1
1
P
M
N
LOCATION
CITY
OF
MEDINA
CITY
OF
CORCORAN
CITY
OF
MAPLE
GROVE
CITY
OF
PLYMOUTH
FO
X
B
E
R
R
Y
D
R
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
SETTLERS
R
D
SN
Y
D
E
R
R
D
HA
C
K
A
M
O
R
E
CI
R
HU
N
T
E
R
R
D
BE
R
G
A
M
O
T
DR
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
HACKAMORE RD
HACKA
M
O
R
E
R
D
CR
-
1
1
6
(
P
I
N
T
O
D
R
)
CR
-
1
0
1
(
B
R
O
C
K
T
O
N
L
N
N
)
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
30
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STREET & STORM
SEWER PLANS
RAVINIA 10TH ADDITION
PID 0111823120008
WILD MEADOWS HMOWNRS ASC INC
ST
E
E
P
L
E
C
H
A
S
E
L
A
N
E
BE
R
G
A
M
O
T
DR
I
V
E
10' WIDE EXISTING
TRAIL EASEMENT
DITCH 4 - SEE PROFILE BELOW
DITCH 4 PROFILE
S.A.P.
215-119-001
250-103-002
980
985
990
995
1000
980
985
990
995
1000
980
985
990
995
1000
980
985
990
995
1000
975
980
985
990
995
975
980
985
990
995
975
980
985
990
995
1000
975
980
985
990
995
1000
970
975
980
985
990
995
970
975
980
985
990
995
975
980
985
990
995
975
980
985
990
995
975
980
985
990
995
975
980
985
990
995
INV: 985.27 (N)
36' - 15" RCP CL V @ 0.96%
INV: 984.93 (S)
INV: 984.93 (E)
5000
ST
A
9
8
+
9
2
.
2
0
17
.
6
7
R
T
RI
M
=
9
8
7
.
7
8
(2
'
X
3
'
)
5001
ST
A
9
8
+
9
2
.
1
6
-1
7
.
8
6
L
T
RI
M
=
9
8
7
.
7
7
(4
8
"
Ø
)
98
8
.
6
98
6
.
1
98
8
.
6
1
98
6
.
1
3
0+00 0+50 1+00
5004
ST
A
1
0
3
+
5
7
.
7
4
17
.
6
7
R
T
RI
M
=
9
8
8
.
5
2
(2
'
X
3
'
)
INV: 984.45 (N)
47' - 15" RCP CL V @ 0.51%
5003
ST
A
1
0
3
+
5
5
.
6
2
-2
9
.
6
7
L
T
RI
M
=
9
8
8
.
7
5
(4
8
"
Ø
)
INV: 983.04 (W)
INV: 984.21 (S)
INV: 983.04 (E)
98
4
.
5
98
2
.
7
98
4
.
4
9
98
2
.
6
8
0+00 0+50 1+00
5006
ST
A
1
0
6
+
7
0
.
0
3
17
.
6
7
R
T
RI
M
=
9
8
6
.
0
1
(2
'
X
3
'
)
52' - 15" RCP CL V @ 0.50%
5007
ST
A
1
0
6
+
6
9
.
6
1
-3
4
.
5
5
L
T
RI
M
=
9
8
6
.
5
9
(4
8
"
Ø
)
98
4
.
9
98
7
.
4
98
4
.
9
2
98
7
.
4
4
0+00 0+50 1+00 1+50
5011
ST
A
1
1
3
+
3
4
.
3
4
-3
0
.
0
7
L
T
RI
M
=
9
8
7
.
3
7
(2
'
X
3
'
)
54' - 12" RCP CL V @ 1.49%
5012
ST
A
1
1
3
+
3
4
.
7
0
24
.
2
3
R
T
RI
M
=
9
8
6
.
7
1
(4
8
"
Ø
)
40' - 12" RCP CL V @ 0.38%
INV: 984.96 (S)
INV: 984.15 (N)
INV: 984.14 (SW)
SUMP: 980.14
INV: 982.61 (N)INV: 982.35 (S)
INV: 982.35 (W)
INV: 982.35 (E)
98
3
.
8
98
7
.
5
98
3
.
3
98
3
.
7
8
98
7
.
4
9
98
3
.
3
2
0+00 0+50 1+00 1+50
980
985
990
995
980
985
990
995
98
9
.
0
98
9
.
0
4
0+00 0+50 1+00 1+50
64' - 15" RCP CL V @ 1.09%
98
8
.
1
98
8
.
5
98
8
.
1
5
98
8
.
5
3
0+00 0+50 1+00 1+50
5008
ST
A
1
1
1
+
5
7
.
4
4
43
.
7
1
R
T
RI
M
=
9
8
8
.
0
2
(2
'
X
3
'
)
5009
ST
A
1
1
1
+
8
6
.
7
0
51
.
9
4
R
T
RI
M
=
9
8
9
.
3
4
(4
8
"
Ø
)
5010
ST
A
1
1
1
+
9
2
.
2
2
76
.
6
5
R
T
RI
M
=
9
8
8
.
5
5
(4
8
"
Ø
)
30' - 12" RCP CL V @ 0.50%
INV: 984.74 (N)
INV: 984.74 (E)
SUMP: 980.74INV: 985.02 (W)
INV: 984.92 (S)
INV: 985.17 (E)
5013
ST
A
1
1
3
+
0
1
.
5
7
46
.
1
0
R
T
RI
M
=
9
8
5
.
2
4
(1
2
"
F
E
S
)
98
3
.
6
98
5
.
3
98
4
.
6
98
6
.
4
98
3
.
5
9
98
5
.
3
0
98
4
.
6
2
98
6
.
4
2
0+00 0+50 1+00 1+50 2+00 2+50
100' - 15" RCP CL V @ 0.47%
20' - 12" RCP CL V @ 4.07%
10' - 15" RCP CL V @ 1.02%
5103
ST
A
1
1
6
+
0
4
.
3
4
-3
6
.
6
7
L
T
RI
M
=
9
8
6
.
3
9
(4
8
"
Ø
)
5111
ST
A
1
1
6
+
2
5
.
7
2
-5
1
.
5
0
L
T
RI
M
=
9
8
5
.
3
3
(1
2
"
F
E
S
)
5000 TO 5001 SEE SHEET 17 FOR PLAN VIEW 5004 TO 5003 SEE SHEET 17 FOR PLAN VIEW 5006 TO 5007 SEE SHEET 17 FOR PLAN VIEW
5015 TO 5014 SEE SHEET 17 FOR PLAN VIEW
5100 TO 5102 SEE SHEET 19FOR PLAN VIEW5011 TO 5013 SEE SHEET 18 FOR PLAN VIEW
5008 TO 5010 SEE SHEET 18 FOR PLAN VIEW
5110 TO 5111 SEE SHEET 19 FOR PLAN VIEW
5100
ST
A
1
1
4
+
8
6
.
5
1
44
.
2
5
R
T
RI
M
=
9
8
4
.
0
9
(2
4
"
F
E
S
)
5112
ST
A
1
1
4
+
9
4
.
1
7
-3
6
.
6
7
L
T
RI
M
=
9
8
7
.
4
6
(4
8
"
Ø
)
24' - 15" RCP CL V @ 0.35%INV: 981.83 (E)
INV: 981.79 (NW)
INV: 983.02 (NE)
INV: 982.40 (W)
5101
ST
A
1
1
5
+
9
4
.
5
2
-3
6
.
6
7
L
T
RI
M
=
9
8
6
.
3
8
(4
8
"
Ø
)
INV: 982.30 (E)
SUMP: 978.30
INV: 982.30 (W)
INV: 981.76 (N)
INV: 983.99 (NE)
5102
ST
A
1
1
4
+
6
9
.
0
0
-7
3
.
1
2
L
T
RI
M
=
9
8
3
.
9
6
(2
4
"
F
E
S
)
INV: 981.62 (S)
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
5
:
2
4
P
M
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
31
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
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T
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I
S
P
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A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STORM SEWER
LATERAL SHEETS
S.A.P.
215-119-001
250-103-002
985
990
995
1000
1005
1010
985
990
995
1000
1005
1010
980
985
990
995
1000
1005
980
985
990
995
1000
1005
960
965
970
975
980
985
990
960
965
970
975
980
985
990
970
975
980
985
990
995
970
975
980
985
990
995
980
985
990
995
1000
980
985
990
995
1000
99
7
.
6
99
9
.
6
99
7
.
5
9
99
9
.
5
9
0+00 0+50 1+00
INV: 992.83 (W)
INV: 992.83 (S)
INV: 993.83 (E)
5202
ST
A
1
3
2
+
3
8
.
6
0
-2
1
.
6
7
L
T
RI
M
=
9
9
9
.
7
5
(6
0
"
Ø
)
990
995
1000
1005
1010
990
995
1000
1005
1010
99
8
.
6
99
3
.
7
99
8
.
5
6
99
3
.
6
5
0+00 0+50 1+00 1+25
INV: 994.16 (W)
INV: 991.00 (NE)
SUMP: 987.00
5302
ST
A
1
4
8
+
1
7
.
6
9
-3
4
.
7
8
L
T
RI
M
=
9
9
7
.
6
6
(4
8
"
Ø
)
39' - 15" RCP CL V @ 4.09%
INV: 989.41 (SW)
INV: 983.20 (NE)
5304
ST
A
1
4
8
+
3
7
.
4
9
-6
8
.
2
7
L
T
RI
M
=
9
9
3
.
2
5
(4
8
"
Ø
)
34' - 15" RCP CL V @ 0.50%
97
7
.
6
97
6
.
7
97
7
.
5
9
97
6
.
6
8
0+00 0+50 1+00
INV: 972.58 (N)
INV: 972.90 (W)
INV: 972.58 (E)
5402
ST
A
1
5
6
+
9
8
.
1
8
-2
9
.
7
4
L
T
RI
M
=
9
7
5
.
5
7
(2
7
"
Ø
)
960
965
970
975
980
960
965
970
975
980
97
1
.
5
97
7
.
9
97
4
.
0
97
1
.
5
2
97
7
.
8
5
97
3
.
9
7
0+00 0+50 1+00 1+50
112' - 24" RCP CL III @ 0.94%
97
8
.
3
97
8
.
3
97
8
.
3
4
97
8
.
2
9
0+00 0+50 1+00
INV: 975.14 (S)
SUMP: 971.14
5407
ST
A
1
6
0
+
9
4
.
6
2
-3
6
.
8
1
L
T
RI
M
=
9
7
9
.
8
6
(4
8
"
Ø
)
78' - 15" RCP CL V @ 0.99%
98
7
.
3
98
7
.
4
99
0
.
8
99
2
.
4
99
2
.
8
99
1
.
6
99
2
.
0
99
4
.
6
98
7
.
3
3
98
7
.
4
5
99
0
.
7
5
99
2
.
4
1
99
2
.
8
2
99
1
.
6
1
99
1
.
9
6
99
4
.
5
7
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
5108
ST
A
1
2
7
+
1
4
.
8
6
-3
3
2
.
7
9
L
T
RI
M
=
9
8
7
.
6
3
(1
5
"
F
E
S
)
55' - 15" RCP CL V @ 0.33%
5105
ST
A
1
2
7
+
5
4
.
8
0
32
.
0
0
R
T
RI
M
=
9
9
0
.
3
1
(2
7
"
Ø
)
INV: 987.87 (N)
5212
ST
A
1
3
2
+
3
9
.
3
3
29
.
3
0
R
T
RI
M
=
9
9
5
.
9
6
(2
7
"
Ø
)
INV: 992.76 (N)
INV: 993.76 (E)
10
0
2
.
6
10
0
3
.
7
10
0
2
.
6
5
10
0
3
.
7
3
0+00 0+50 1+00 1+50
990
995
1000
1005
1010
990
995
1000
1005
1010
5204A
ST
A
1
3
8
+
6
1
.
5
4
-4
8
.
1
6
L
T
RI
M
=
1
0
0
2
.
7
0
(2
7
"
Ø
)
19' - 15" RCP CL V @ 3.54%
5204
ST
A
1
3
8
+
6
2
.
0
7
-2
9
.
5
0
L
T
RI
M
=
1
0
0
3
.
1
7
(4
8
"
Ø
)
5204B
ST
A
1
3
8
+
6
2
.
9
2
27
.
6
5
R
T
RI
M
=
1
0
0
3
.
2
2
(6
0
"
Ø
)
INV: 998.07 (N)
INV: 996.80 (W)
INV: 995.23 (E)INV: 998.49 (W)
INV: 999.14 (N)
INV: 998.39 (S)
INV: 999.80 (S)
10
0
1
.
9
10
0
2
.
4
10
0
1
.
8
9
10
0
2
.
4
0
0+00 0+50 1+00
5204B
ST
A
1
3
8
+
6
2
.
9
2
27
.
6
5
R
T
RI
M
=
1
0
0
3
.
2
2
(6
0
"
Ø
)
INV: 998.07 (N)
INV: 996.80 (W)
INV: 995.23 (E)
56' - 24" RCP CL III @ 0.93%
32' - 15" RCP CL V @ 0.62%
FUT MH
ST
A
1
5
9
+
7
8
.
9
7
-4
3
.
3
0
L
T
RI
M
=
9
7
7
.
6
4
(2
4
"
F
E
S
)
5406
ST
A
1
6
0
+
5
8
.
4
6
44
.
4
0
R
T
RI
M
=
9
7
3
.
1
0
(2
4
"
F
E
S
)
5108 TO 5105 SEE SHEET 20 FOR PLAN VIEW
5204A TO 5204B SEE SHEET 22 FOR PLAN VIEW
5202 TO 5212 SEE SHEET 21 FOR PLAN VIEW 5302 TO 5304 SEE SHEET 23 FOR PLAN VIEW
5402 TO 5403 SEE SHEET 24 FOR PLAN VIEW
5204C TO 5204D SEE SHEET 22 FOR PLAN VIEW
5405 TO 5406 SEE SHEET 24 FOR PLAN VIEW
5407 TO 5408 SEE SHEET 24 FOR PLAN VIEW
5403
ST
A
1
5
6
+
9
6
.
0
2
-7
1
.
1
8
L
T
RI
M
=
9
7
3
.
9
8
(1
5
"
F
E
S
)
5408
ST
A
1
6
0
+
9
5
.
7
5
41
.
6
6
R
T
RI
M
=
9
7
5
.
8
8
(1
5
"
F
E
S
)
51' - 24" RCP CL III @ 0.14%INV: 983.00 (SW)
INV: 972.46 (S)
INV: 971.89 (SE)
INV: 970.77 (NW)
INV: 974.36 (N)
INV: 997.00
176' - 15" RCP CL V @ 0.50%INV: 986.09 (S)
5305
ST
A
1
4
8
+
6
8
.
1
9
-9
4
.
3
9
L
T
RI
M
=
9
8
4
.
5
2
(1
5
"
F
E
S
)
5106
ST
A
1
2
7
+
4
8
.
8
4
-4
5
.
3
7
L
T
RI
M
=
9
9
1
.
5
8
(6
0
"
Ø
)
5415
ST
A
1
2
7
+
5
0
.
5
0
-2
3
.
0
6
L
T
RI
M
=
9
9
4
.
1
6
(4
8
"
Ø
)
22' - 15" RCP CL V @ 0.65%
INV: 987.54 (S)
INV: 987.54 (N)INV: 987.69 (S)
INV: 987.79 (E)
INV: 987.69 (N)
35' - 15" RCP CL V @ 0.29%
INV: 987.00 (N)
INV: 987.00 (S)
108' - 15" RCP CL V @ 0.50%
5107
ST
A
1
2
7
+
4
6
.
3
2
-1
5
3
.
4
4
L
T
RI
M
=
9
9
1
.
5
4
(4
8
"
Ø
)
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
5
7
:
0
2
P
M
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
32
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STORM SEWER
LATERAL SHEETS
S.A.P.
215-119-001
250-103-002
955
960
965
970
975
980
955
960
965
970
975
980
980
985
990
995
1000
1005
980
985
990
995
1000
1005
955
960
965
970
975
955
960
965
970
975
96
4
.
1
97
3
.
6
97
1
.
2
96
4
.
1
4
97
3
.
5
9
97
1
.
1
9
0+00 0+50 1+00 1+30
8' - 24" RCP CL III @ 0.00%
99
3
.
9
99
3
.
9
3
0+00 0+50 1+00 1+50 1+75
INV: 989.10 (N)
SUMP: 985.07
5104
ST
A
1
2
1
+
1
7
.
9
8
-3
6
.
6
7
L
T
RI
M
=
9
9
2
.
5
1
(4
8
"
)
139' - 15" RCP CL V @ 0.55%
5409 TO 5411 SEE SHEET 26 FOR PLAN VIEW
5104 TO 5104A SEE SHEET 20 FOR PLAN VIEW
5411
ST
A
1
6
6
+
1
7
.
0
9
-6
1
.
9
6
L
T
RI
M
=
9
6
5
.
8
3
(2
4
"
F
E
S
)
5409
ST
A
1
6
6
+
0
7
.
3
0
56
.
8
5
R
T
RI
M
=
9
6
5
.
9
3
(2
4
"
F
E
S
)
INV: 963.60 (N)
INV: 963.49 (S)
INV: 988.30 (S)
EX. RCP PIPE @ 0.06%
97
3
.
7
97
3
.
7
2
0+00 0+50 1+00
INV: 963.76 (N)
31' - 15" RCP CL V @ 1.00%
5410
ST
A
1
6
6
+
2
9
.
7
1
-5
9
.
3
3
L
T
RI
M
=
9
6
4
.
9
7
(1
5
"
F
E
S
)
5104A
ST
A
1
2
1
+
4
4
.
8
5
-1
7
8
.
7
7
L
T
RI
M
=
9
8
9
.
0
2
(1
5
"
F
E
S
)
5412
ST
A
1
6
6
+
3
8
.
5
2
-2
9
.
6
7
L
T
RI
M
=
9
7
2
.
7
8
(4
8
"
Ø
)
5412 TO 5410 SEE SHEET 19 FOR PLAN VIEW
985
990
995
1000
985
990
995
1000
99
0
.
6
99
1
.
0
99
1
.
3
99
0
.
5
8
99
0
.
9
5
99
1
.
3
4
0+50 1+00 1+50 2+00
0.88%
2.17%0.66%
PV
I
S
:
0
+
1
7
.
6
3
PV
I
E
:
9
8
9
.
8
8
PV
I
S
:
0
+
5
2
.
7
0
PV
I
E
:
9
9
0
.
6
4
PV
I
S
:
1
+
2
4
.
0
2
PV
I
E
:
9
9
1
.
1
1
PV
I
S
:
1
+
9
3
.
3
0
PV
I
E
:
9
9
1
.
7
2
14"
10"
6"
8"
8"
6"
6"
28"
48"48"
MB
MB MB
16"
28"16"
12"16"
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
125+00 126+00 127+00 128+00 129+00 130+00
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TE
TETETETETETETETE
PE PE PE PE PE PE PE PE
PE PE PE PE PE PE PE PE PE
TE TE TE TE TE TE
5105
15
"
5106
8
8
℄
EX RW
5107
5108
0+00 1+00 2+00 3+00 3+25
0+
0
0
1+
0
0
1+
9
8
11
6
11
END TAPER
STA 124+78.04
26.90' LT
11
11
6
STA 130+63.44
42.66' LT
END TAPER
STA 128+73.81
0.34' LT
STA 129+35.97
27.65' RT
1
1
1
1
1
1
0+00 1+00 2+00 3+00 3+825105A
5105B
5415 12"
12
"
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
T
R
T
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
2
:
2
6
:
1
4
P
M
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
122
33
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
STORM SEWER
LATERAL SHEETS
SWALE 1 - SEE PROFILE BELOW
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
N
SWALE 1 PROFILESWALE 1 TYPICAL SECTION
1:4 TIE INTO
EXISTING
1:4 TIE INTO
EXISTING
℄
S.A.P.
215-119-001
250-103-002
CONCRETE WALK
LEGEND
INDICATES PEDESTRIAN RAMP - SLOPE SHALL
BE BETWEEN 5.0% MINIMUM AND 8.3%
MAXIMUM IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL
BE GREATER THAN 2.0% AND LESS THAN 5.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
TRUNCATED DOMES
LANDING AREA - 4'X4' MIN. DIMENSIONS
AND MAX 2% SLOPE IN ALL DIRECTIONS
BITUMINOUS TRAIL
CURB HEIGHTX"
NOTE: SEE SHEETS 76 TO 81 FOR MNDOT STANDARD PLAN SHEETS
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/O
F/O
F/O
F/O
F/O
F/O
F/O F/O F/O F/O
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
0"
0"
0"
0"
0"
0"
6"
6"
6"
6"
3"
6"
3"
6"
10009
10010
10011
10012
10013
10014
10015
10016
10017
10018 10019
10020
10021
10022
1'
N:200235.85
E:458764.36
N:200243.21
E:458919.80
N:200083.03
E:458773.78
N:200093.31
E:458924.55
N:200131.03
E:458900.87
N:200117.28
E:458887.02
Flowline Elevation Table
POINT NO.
10000
10002
10003
10004
10005
10006
10007
10008
10009
10010
10011
10012
10013
10014
10015
10016
NORTHING
200194.4747
200198.2122
200206.1681
200212.8179
200213.6948
200207.2817
200199.2760
200198.7939
200130.6821
200129.0802
200116.7384
200112.4912
200218.0929
200213.9371
200201.1704
200196.2400
EASTING
457793.0805
457799.0426
457805.2927
457807.5075
457838.0321
457842.1424
457856.1399
457865.0320
458786.4158
458791.4714
458809.7504
458813.3113
458875.9918
458878.7294
458891.8529
458900.8202
ELEVATION
988.698
988.429
988.558
987.884
987.647
987.710
988.346
988.426
987.540
987.595
988.035
988.133
987.801
987.696
987.870
987.755
Flowline Elevation Table
POINT NO.
10017
10018
10019
10020
10021
10022
10023
10024
10025
10026
10027
10028
10029
10030
10031
10032
10033
10034
NORTHING
200190.8378
200193.5727
200195.2169
200208.6876
200211.2075
200215.4619
200179.7406
200182.3712
200193.7578
200200.7928
200154.6130
200156.6100
200166.7885
200174.1940
200201.0622
200194.9642
200184.4197
200184.3565
EASTING
458783.7565
458789.1482
458791.6721
458805.0521
458806.6401
458808.9012
459470.3288
459480.8726
459491.5684
459493.4383
461079.0153
461089.0729
461100.7395
461103.6846
459529.6571
459531.2651
459547.7414
459553.7401
ELEVATION
987.465
987.327
987.260
986.858
986.807
986.699
992.512
992.568
992.556
992.516
1002.236
1002.306
1002.095
1002.278
992.476
992.839
992.681
992.791
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
P
E
D
R
-
P
L
A
N
.
d
w
g
2/
2
8
/
2
0
2
3
1
1
:
4
5
:
5
4
A
M
122
34
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
JA
M
E
S
L
.
S
T
R
E
M
E
L
05
/
1
8
/
2
0
2
1
45
7
8
2
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
PEDESTRIAN RAMP
PLANS
N
SCALE IN FEET
0
H:
10 20
HACKAMORE ROAD
CR
1
1
6
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
S.A.P.
215-119-001
250-103-002
WSB PROJECT NO.:
SHEET
OF
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
1
5
6
6
1
-
0
0
0
\
C
a
d
\
P
l
a
n
\
0
1
5
6
6
1
-
0
0
0
-
C
-
S
G
N
L
-
P
L
A
N
.
d
w
g
2/2
8
/
2
0
2
3
1
1
:
4
9
:
1
7
A
M
122
53
015661-000
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
AS SHOWN
CJB
CJB
JLS
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LIC
.
N
O
:
DA
T
E
:
05
/
1
8
/
2
0
2
1
HA
C
K
A
M
O
R
E
R
D
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
CI
T
Y
O
F
M
E
D
I
N
A
A
N
D
C
I
T
Y
O
F
CO
R
C
O
R
A
N
SIGNAL PLANS
S.A.P.
215-119-001
250-103-002
C.P.
XXXX-XX
CH
A
R
L
E
S
T
.
R
I
C
K
A
R
T
26
0
8
2
S.A.P.
215-119-001
250-103-002
1
TO: Honorable Mayor and City Council
FROM: Steve Scherer, Public Works Director
DATE: February 24, 2023
MEETING: March 07, 2023
SUBJECT: Townline Road South Pavement Rehabilitation
Townline Road South
The 2023 CIP for street improvements includes pavement rehabilitation for Townline
Road South. Per the developer agreement for Park Ridge Acres, $5,000.00 for future
assessment of Townline Road is due when the building permit is initiated. To date we
have received $85,000.00 in escrow with five parcels remaining unbuilt. In the end,
assessments will cover $110,000.00 of the City’s portion of the project. I plan to manage
this project in-house with some minimal assistance from engineering and utilizing our
street material bids for competitive pricing.
The feasibility report is included in your packet with a complete cost estimate and area
map. There is also a Joint Powers Agreement (JPA) with Orono, Independence and
Medina describing each city’s role in the project.
Juniper Curve
The 2023 CIP also calls for street improvements to Juniper Curve located within the Park
Ridge Acers Development. The city chose not to install the final lift of pavement on
Juniper Curve when it was installed on Spruce Way because of lack of funding at the
time and no permits or residents on the street. Since that time the base course has
deteriorated beyond repair, and the right course of action is to use the same process of
reclaiming and paving the street while the contractor is mobilized. I have put together an
estimated total project cost for Juniper Curve below.
Juniper Curve $41,199.00
Townline Road (Medina's portion) $117,332.86
Total Assessments (Park Ridge) $110,000.00
Estimated balance (non-funded) $48,531.86
Staff Recommendation
Motion to adopt resolution receiving the Townline Road South feasibility report and
approving the Townline Road South JPA including the cities of Medina, Orono, and
Independence.
MEMORANDUM
Agenda Item #8B
2
Attachments
• Feasibility Report
• Resolution to Accept Feasibility Report and JPA
• JPA
Feasibility Report
Townline Road South
City of Medina
February 2023
Prepared by: Steve Scherer
Public Works Director
Townline Road South Feasibility Report Page 2
City of Medina ________ Townline Road South _______________________________
Table of Contents
Table of Contents………………………………………………………………………….. 2
1.0 Introduction……………………………………………………………................... 3
2.0 Summary and Recommendations………………………………………...................4
3.0 Street Improvements……………………………………………………...................5
Figure 1 – Typical Section - Overlay
4.0 Cost Summary……………………………………………………………………… 6
Table 1 – Proposed Improvements Cost Summary
5.0 Funding Options…………………………………………………………………….7
6.0 Project Schedule……………………………………………………….……………7
Appendix A - Opinion of Cost Estimate…………………………………………...A-1
Appendix B - Project Location and Proposed Assessment Map.…………………. B-1
Townline Road South Feasibility Report Page 3
City of Medina ________ Townline Road South _______________________________
1.0 Introduction
City Staff requested this report to determine the feasibility of pavement improvements to
Townline Road South, from County Road 6 to Juniper Curve. The location map for the proposed
improvement is shown in Appendix B. The project includes the trail section from Juniper Curve
to the Railroad crossing. The project area consists of both residential and agriculture areas.
History:
Townline Road is a border street between the Cities of Independence, Orono and Medina. The
center line lies on the easterly corporate limits of Medina and Orono, the westerly corporate
limits of Independence, commencing at its intersection with Hennepin County Road No.6 and
extending northerly to its intersection with Juniper curve. Medina has approximately 650 feet of
the easterly side, Orono 2610 feet on the east side and Independence 3260 on the West side.
To maximize efficiencies the three cities work together to perform operational maintenance. All
upgrades have been split between the cities either by maintaining their section or through a group
effort. The street consists of a 24-foot paved surface. Over the years tiling, paving, and patching
have been done to keep the street in relatively good shape. The road surface has now reached the
end of its useful life and is in need of a reclamation and paving. The three cities agreed to put
the pavement improvement project on hold until the development to the North in Medina reached
an 80% completion milestone. Soil borings have been done, and with aggressive spring weight
postings, the three cities agree the correct course of action is that as described in section 3.0 of
this report.
A cost summary analysis is described in section 4.0 of this report. A detailed cost estimate of the
proposed improvements is presented in Appendix A.
Townline Road South Feasibility Report Page 4
City of Medina ________ Townline Road South _______________________________
2.0 Summary and Recommendations
The reclamation and paving of Townline Road South is feasible from an engineering standpoint.
The project is cost effective and necessary to prolong the useful life of the road. The following
recommendations are presented for consideration by the Medina City Council:
1) That this report is adopted as the guide for reclaiming and paving of Townline Road
South located in the Cities of Independence, Medina, and Orono.
2) That the cost of improvements be divided equally for the roadway improvements between
the three cities.
3) That Medina shall use its street material bids and quotes for the competitive bidding of
this project.
4) That the section of trail from Juniper Curve, north to the Railroad crossing be included in
the street project.
Townline Road South Feasibility Report Page 5
City of Medina ________ Townline Road South _______________________________
3.0 Street Improvements
Soil borings have been done and show a reasonable amount of base beneath the paved surface.
The recommendation is to reclaim the existing asphalt and utilize the material for added base to
the road.
Because of the poorer soils in the wetland area, the northern section from Juniper Curve to
approximately 1400 Ft south will have Geo-tech fabric and approximately 10” of base material
added to the section. There is extra class-5 in the estimate in case we find a deficiency along the
roadway. The asphalt section will consist of a 3-inch base course and a 1 1/2-inch wear course.
There was only one culvert crossing the street and it looked very good, no need to replace.
Because there is no utility work being done and we do not plan to dig into the sub-base it is
reasonable to pave the wear course and stripe the street following the base course.
The study is also addressing the safety concerns by paving the one-foot shoulder area and
narrowing the lanes to eleven feet to create a two-foot paved shoulder area. See Figure 1 for
typical street section.
Townline Road South Feasibility Report Page 6
City of Medina ________ Townline Road South _______________________________
4.0 Cost Summary
Detailed cost estimates for the proposed improvements are presented in Appendix A. The costs
represent estimated construction charges to overlay all of Townline Road South, which is shared
with the Cities of Independence, Orono, and Medina. The cost for the work is based on
competitive bids received by the City of Medina. A summary of the estimated costs is presented
in Table 1 below.
TABLE 1 – PROPOSED IMPROVEMENT COST SUMMARY
OPINION OF COST ESTIMATE
TOWNLINE ROAD
(Road and Trail)
PROJECT COST
Townline Rd South Total $351,998.59
Medina Total $117,332.86
Independence Total $117,332.86
Orono Total $117,332.86
Townline Road South Feasibility Report Page 7
City of Medina ________ Townline Road South _______________________________
5.0 Funding Options
5.1 CITY FUNDS
The costs for the construction work on Townline Road South will be divided equally between the
three cities and funded with City Street funds.
6.0 Project Schedule and Management
The schedule that is shown below provides for completion in October 2023. Medina will take a
lead role in managing the project and may engage engineering for certain inspections, or survey
work if necessary. Although most of the project is going to be contracted, cities may be asked to
participate in miscellaneous manual labor and equipment use to complete the project. The cities
will discuss the need for an open house prior to beginning the project.
Receive Feasibility Report March 2023
Call for Public Hearing/Assessment Hearing N/A
Public Hearing/Assessment Hearing N/A
Begin Construction June 2023
Construction Substantially Complete October 2023
Note that the construction process should occur over a one-month period during a June through
October timeframe.
Townline Road South Feasibility Report Page 8
APPENDIX A
Cost Estimate
Townline Road South Feasibility Report Page 9
OPINION OF PROBABLE COST
TOWNLINE ROAD SOUTH
9417 Square Yards of Surface
Reclaim and Compaction (sq yards) 9417 $1.74 $16,385.58
Mobilization (each) 2 $1,500.00 $3,000.00
Road Fabric - 8oz non-woven (sq yards) 5000 $1.67 $8,350.00
Class 5 - MnDOT 3138 to cover fabric (limestone or recycle) (ton) 2100 $17.40 $36,540.00
3" Base Course - MnDOT SPNWB230(B) MIX (ton) 1553 $79.45 $123,385.85
1-1/2" Ware - MnDOT SPWEB240(B) MIX (ton) 776 $80.30 $62,312.80
Additional Class 5 (ton) 1500 $17.40 $26,100.00
Engineering 1 $5,000.00 $5,000.00
Erosion Control 1 $5,000.00 $5,000.00
Traffic Control 1 $3,000.00 $3,000.00
Striping 1 $2,000.00 $2,000.00
County Permit 1 $340.00 $340.00
Shouldering 1 $5,000.00 $5,000.00
Construction Total $296,414.23
Contingency Total (15%) $44,462.13
Total $340,876.36 OPINION OF PROBABLE COST
TOWNLINE TRAIL
450 Square Yards of Surface
Reclaim and Compaction (sq yards) 450 $1.74 $783.00
Road Fabric - 8oz non-woven (sq yards) 450 $1.67 $751.50
3" Asphalt Paving - placed on trail - MnDOT
SPWEA240(B) MIX (ton) 79 $103.00 $8,137.00
Construction Total $9,671.50
Contingency Total (15%) $1,450.73
Total $11,122.23
Grand Total $351,998.59
Cost Assumptions:
Tack coat cost is included in the bituminous wear course cost and a 26-foot paved surface when
complete.
Townline Road South Feasibility Report Page 10
APPENDIX B
Project Location
Townline Road South Feasibility Report Page 11
Project Location
Resolution No. 2023-xx
March 7, 2023
Member __ introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION NO. 2023-xx
RESOLUTION RECEIVING AND APPROVING THE FEASIBILITY REPORT AND
JOINT POWERS AGREEMENT AND ORDERING THE TOWNLINE ROAD
IMPROVEMENT PROJECT
WHEREAS, a feasibility report has been prepared by Steve Scherer as the city’s Public
Works Director regarding a street improvement project for Townline Road South; and
WHEREAS, city staff has prepared plans and specifications for the mill and overlay for
the Townline Road South Improvement Project and has presented such plans and specifications
to the council for approval; and
WHEREAS, the project consists of reclamation and paving, described in the report; and
WHEREAS, the report provides information regarding whether the project is necessary,
cost-effective, and feasible.
NOW, THEREFORE, BE IT RESOLVED, by the city council of the city of Medina, as
follows:
1. The feasibility report is hereby accepted, and the project is determined to be
necessary, cost-effective, and feasible.
2. The plans and specifications, a copy of which is attached hereto and made a part
hereof, are hereby adopted.
3. The project shall be constructed using competitive bids received by the City of
Medina.
4. The improvement is hereby ordered as proposed.
Dated: March 7, 2023
_________________________
Kathleen Martin, Mayor
Attest:
___________________________________
Caitlyn Walker, City Clerk
Resolution No. 2023-xx
March 7, 2023
2
The motion for the adoption of the foregoing resolution was duly seconded by member __ and
upon vote being taken thereon, the following voted in favor thereof:
-
And the following voted against same:
-
Whereupon said resolution was declared duly passed and adopted.
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ME230-1A-852260.v2
JOINT POWERS AGREEMENT
BETWEEN THE CITY OF ORONO, THE CITY OF INDEPENDENCE, AND THE
CITY OF MEDINA FOR TOWN LINE ROAD SOUTH IMPROVEMENTS
THIS JOINT POWERS AGREEMENT (the “Agreement”) is entered into as of the ______
day of _____________, 2023, by and among the City of Orono, a Minnesota municipal corporation
("Orono"), the City of Independence, a Minnesota municipal corporation ("Independence"), and the
City of Medina, a Minnesota municipal corporation (“Medina” and collectively with Orono and
Independence, the “Cities”). Pursuant to the authority provided in Minnesota Statutes, section 471.59,
the Cities are authorized to enter into this joint powers agreement for their mutual benefit.
RECITALS
A. The Cities desire to cooperate in the development and construction of a roadway improvement
project on the portion of Town Line Road South specifically described in section 2 of this
Agreement (the "Project").
B. The Project Area, as that term is defined in section 2, is wholly within the jurisdictional
boundaries of the Cities and the Project is to generally consist of reclamation and paving of the
Project Area.
C. The Cities are cognizant of the benefits resulting from this Agreement and sharing the costs
associated with the project described herein, as the Project will benefit all of the Cities. The Cities
find this Agreement to be in their mutual best interest for the purposes set forth herein.
D. This Agreement shall become effective upon approval by each of the Cities’ governing body
and signature of the authorized representatives of the parties and shall continue in force until
such time as it is terminated or modified as provided herein.
NOW, THEREFORE, in consideration of the mutual covenants contained herein and
other good and valuable consideration, it is hereby declared and agreed as follows:
1. COOPERATION. The Cities will cooperate with one another in the development and
construction of the Project as provided herein. This Agreement and the Cities’ mutual desire to
cooperate with one another to achieve its purpose is pursuant to Minnesota Statutes, section
471.59 and other applicable statutes and express and implied powers of the Cities. The power
and responsibilities with respect to such joint endeavor shall be exercised by the Cities, through
their governing bodies and authorized designees.
2. LOCATION. The location of the Project shall be the Town Line Road South right-of-way
from its intersection with County Road 6 to the tunnel under the BNSF rail line (the “Project
Area”).
3. PLANS AND SPECIFICATIONS. Medina will prepare plans and specification for the
Project consistent with Orono, Independence and Medina street design standards. After design
of the Project has been completed, Medina will provide Independence and Orono with a report
regarding the Project’s feasibility, which shall include an overview of the Project, limited Project
2
ME230-1A-852260.v2
plans to be carried out in accordance with this Agreement, and cost estimates for the Project.
4. BIDDING. Medina will advertise for bids for the portion of the Project’s construction that will
be awarded to a contractor, in accordance with state law, and thereafter will provide Independence
and Orono with an analysis of the bids received prior to an award. Medina must obtain administrative
approval from a designated official of both Independence and Orono before awarding any contract
for such work.
5. CONTRACT AWARD AND ADMINISTRATION. Medina shall prepare contract
documents and enter into a contract with the approved bidder(s), and shall thereafter be
responsible for administering such contracts pursuant to their terms and conditions.
6. CONSTRUCTION; LICENSE. In addition to any Project elements that will be constructed
by a contractor pursuant to sections 4 and 5 above, Medina public works staff will perform any
remaining work required to complete the Project. Throughout construction of the Project, Orono
and Independence hereby grant to Medina, its employees and contractors a license to perform
the Project within the public right-of-way that is located within their respective jurisdictions to
the extent necessary to carry out the Project.
7. COST ALLOCATION. Each of the Cities shall pay for one-third of all costs incurred by
Medina in carrying out the Project (“Project Costs”), which shall include actual construction
quantities and costs for materials and contracted labor, including all fees incurred from
consultants and contractors associated with the Project providing services such as design,
engineering, materials testing, and inspections. Any Project Costs resulting from
amendments to the plans or change orders after the Project commences shall be paid as
mutually agreed upon by the Cities in writing. Project Costs, as defined herein, shall not
include costs associated with Medina’s employees performing any work on the Project, as
contemplated under section 6. The Cities have collectively reviewed the Project’s scope and
agree that a reasonable estimate for total of Project Costs to be shared pursuant to this
Agreement is $___________, although actual Project Costs might certainly vary from that
estimate depending on actual costs and bids received.
8. PAYMENT. Medina will act as the construction agent and all quantities and contracts
will be tabulated by Medina. Medina, in turn, will invoice Orono and Independence for their
portions of the Project Costs, as that term is defined herein. Upon presentation of an itemized
invoice, Orono and Independence shall reimburse Medina for its share of the Project Costs
incurred under this Agreement within 30 days. If any portion of an itemized invoice is
questioned by a receiving city, the remainder of the invoice shall be promptly paid,
accompanied by a written explanation of the amounts in question. Payment of any amounts
in dispute will be made following a good faith negotiation and documentation of actual costs
incurred in carrying out the Project.
9. OWNERSHIP. Each of the Cities will own the portion of the Project located within its
corporate boundaries following completion.
10. RULES AND REGULATIONS. The Project shall be carried out in conformance with all
specifications, rules and contract administration procedures that are applicable under state
and local law.
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ME230-1A-852260.v2
11. TERM AND TERMINATION. The term of this Agreement shall be from the date first
provided above until the Project’s completion and payment of all moneys owed hereunder. The
Agreement may be terminated early in a writing duly approved and executed by all three Cities.
12. INDEMNIFICATION. Medina agrees to indemnify and defend Orono and Independence from
any claim or suit, and resulting costs, including defense costs and attorneys’ fees, arising out of or
related to the negligent act or failure to act by Medina, its officers, or employees in its performance
of any work under this Agreement, unless such claim or suit is due to the negligence of Orono or
Independence, as the case may be. Orono agrees to indemnify and defend Medina and Independence
from any claim or suit, and resulting costs, including defense costs and attorneys’ fees, arising out of
or related to the negligent act or failure to act by Orono, its officers, or employees in its performance
of any work under this Agreement, unless such claim or suit is due to the negligence of Medina or
Independence, as the case may be. Independence agrees to indemnify and defend Orono and Medina
from any claim or suit, and resulting costs, including defense costs and attorneys’ fees, arising out of
or related to the negligent act or failure to act by Independence, its officers, or employees in its
performance of any work under this Agreement, unless such claim or suit is due to the negligence of
Orono or Medina, as the case may be. To the extent a court considers this Agreement to constitute a
joint venture or joint enterprise between the Cities, any liability arising from or related to the activities
contemplated by this Agreement shall be considered as against a single entity and shall not exceed
the limit for a single entity as provided in Minnesota Statutes, section 471.59, subdivision 1a. Nothing
in this Agreement shall be construed as a waiver of any liability limits or immunities contained in
Minnesota Statutes, chapter 466, nor as the acceptance by either party of the other party’s liability for
the purposes of Minnesota Statutes, section 471.59, subdivision 1a or otherwise.
13. WAIVER. Each person engaged in the Project and employed by one of the Cities shall not be
considered an employee of the other Cities to this Agreement for any purpose, including Worker's
Compensation or regarding any and all claims that may arise out of said employment while so
engaged. Any and all claims made by any third party as a consequence of any act or omission on the
part of an employee of one of the Cities hereto while engaged in any of the work contemplated herein
shall not be the obligation or responsibility of the other two Cities.
14. AUDIT; DATA PRACTICES. Pursuant to Minnesota Statutes§ 16C.05, Subd. 5, any books,
records, documents, and accounting procedures and practices of the Cities relevant to this Agreement
are subject to examination by the other Cities and either the Legislative Auditor or the State Auditor
as appropriate. The Cities agree to maintain all such data in accordance with the Minnesota
Government Data Practices Act, Minnesota Statutes, Chapter 13.
15. INSURANCE. The Cities shall each maintain general liability and errors and omissions
insurance during the entire period of this Agreement. The combined policy provided by the
League of Minnesota Cities Insurance Trust shall be deemed sufficient insurance coverage for
the purposes of this Agreement.
16. MISCELLANEOUS.
a. Entire Agreement. This document, including the recitals, constitutes the entire
agreement between the Cities as to the Project referenced herein. Any amendment
of this Agreement must be in writing and signed by all three Cities. This Agreement
supersedes all prior oral and written agreements and negotiations between the Cities
relating to the subject matter of this Agreement.
4
ME230-1A-852260.v2
b. Governing Law. This Agreement will be governed and construed in accordance with
the laws of the State of Minnesota.
c. No Third Party Rights. This Agreement is solely for the benefit of the Cities. This
Agreement shall not create or establish any rights in or for the benefit of any third
party.
d. Executed in Counterparts. This Agreement may be executed in counterparts, each
of which shall be deemed to be an original, but all of which, taken together, shall
constitute one and the same agreement.
[signature pages to follow]
5
ME230-1A-852260.v2
IN WITNESS WHEREOF, the Cities hereto have executed this Agreement effective the day
and year first above written.
CITY OF ORONO:
By:
Title: Mayor
Date:
Attest:
Title: City Administrator
Date:
CITY OF INDEPENDENCE:
By:
Title: Mayor
Date:
Attest:
Title: City Administrator
Date:
CITY OF MEDINA:
By:
Title: Mayor
Date:
Attest:
Title: City Administrator
Date:
Pioneer Highlands Final Plat Page 1 of 3 March 7, 2023
Final Plat City Council Meeting
MEMORANDUM
TO: Mayor Martin and Members of the City Council
FROM: Debra Dion, Associate Planner; through Planning Director Dusty Finke
DATE: February 27, 2023
MEETING: March 7, 2023, City Council
SUBJ: Onyx Performance Investment, LLC. – Pioneer Highlands Final Plat and
Storm Sewer Improvement Tax District – PIN #09-118-23-11-0002
Background
On October 18, 2022, the City granted preliminary plat approval to Onyx Performance
Investment, LLC. for Pioneer Highlands. The plat proposed to subdivide one existing lot into
four lots. The applicant is now requesting final plat approval.
On January 17, 2023, The City Council conducted a public hearing for the establishment of the
Pioneer Highlands storm sewer improvement tax district. No one spoke at the hearing. An
ordinance is attached for your review.
Final Plat Analysis
Consistency with the City’s Comprehensive Plan, zoning and subdivision regulations, and other
relevant policies was reviewed during review of the Preliminary Plat. The purpose of a final plat
review is to ensure that the final plat is consistent with the approved preliminary plat and to
ensure that all the conditions of approval have been met.
Consistency with Preliminary Plat
It appears that the proposed plat is consistent with the approved preliminary plat and the lot
configuration of the proposed plat is the same.
Preliminary Plat Conditions
Following is a list of conditions which were required upon preliminary approval. Staff has
summarized how each has or will be addressed in italics.
1) Approval is conditioned upon the applicant providing drainage and utility easements
around the perimeter of each lot and Outlot A, and over all wetlands, stormwater
improvements, and drainageways as recommended by the City Engineer.
The applicant has provided information on final plat and site plan dated 2.03.23.
2) Approval is conditioned on the applicant dedicating a minimum of 33-feet of right-of-
way for Pioneer Trail, or more if necessary to provide 33-feet from the centerline of the
existing roadway.
It appears that easements have not been provided over Outlot A, so staff recommends this as a
condition of final plat approval.
3) Approval is conditioned on the applicant providing documentation to verify that the
minimum average upland buffers have been provided and shall meet the requirements of
Agenda Item #8C
Pioneer Highlands Final Plat Page 2 of 3 March 7, 2023
Final Plat City Council Meeting
the wetland protection ordinance, including provision of easements, planting of vegetation
and installation of signage.
The applicant has provided on revised site plan dated 2.03.23. Staff recommends a condition
that easements be recorded and vegetation established.
4) Approval is conditioned on the applicant providing an easement agreement for the shared
driveway for all lots, at time of Final Plat.
The applicant has provided declarations of covenants, conditions, and restrictions and
easements, which has been reviewed by the City Attorney. Staff recommends a condition that the
applicant address the City Attorney’s comments and record the covenants.
5) Approval is conditioned on the applicant quantifying the maximum footprint of
impervious surface for which stormwater management is provided for each lot.
The applicant has provided to staff and has been approved.
6) Approval is conditioned on Lot 3 providing culverts and easements for drainage crossings
prior to getting a building permit.
Drainage easements are shown on the final plat. Culverts will be reviewed at time of building
permit.
7) Approval is conditioned on approval of a letter of map amendment for floodplains.
The applicant has received a letter of map amendment approval and has provided to the city.
8) Approval is conditioned on the applicant paying cash-in-lieu of park land in an amount of
$32,000.00.
The applicant shall pay the park dedication fee at the time the plat is signed by the City.
9) The Applicant shall enter into a development agreement with the City, which shall include
the conditions described below as well as other requirements of city ordinance or policy.
A draft Development Agreement is attached for City Council review and approval. Staff
recommends execution of the development agreement as a condition of approval.
10) The Applicant shall install all improvements shown on the plans dated February 3, 2023,
except as may be modified herein.
The applicant has submitted revised plans dated February 3, 2023.
11) The Applicant shall execute and record a Stormwater Maintenance Agreement in a form
and of substance acceptable to the City Attorney to describe the responsibility of the
property owners to maintain the private stormwater improvements.
A draft Stormwater Maintenance Agreement is attached to the Development Agreement for City
Council review and approval. Staff recommends execution of the Development Agreement as a
condition of approval.
12) The Applicant shall obtain all permits required by Pioneer-Sarah Watershed District.
Staff recommends that a condition be included in the final plat resolution.
Pioneer Highlands Final Plat Page 3 of 3 March 7, 2023
Final Plat City Council Meeting
13) The Applicant shall provide title evidence prior to or at the time of final plat application
and abide by the recommendations of the City Attorney with regard to title matters and
recording instructions.
The applicant has provided title paperwork and the City Attorney completed a plat opinion. Staff
recommends a condition that the applicant address the comments in the plat opinion.
14) The final plat application shall be filed within 180 days of the date of this resolution or the
approval hereby granted shall be considered void, unless a written request for time
extension is submitted by the applicant and approved by the City Council.
Final plat was requested within this deadline. No action necessary.
15) The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for
the cost of reviewing the preliminary plat, construction plans, and other relevant
documents.
The applicant has been paying invoices during the review process.
Storm Sewer Improvement Tax District
The City’s practice is to require that homeowners’ associations maintain stormwater
improvements within developments. This is formalized through an agreement that is recorded
against each lot. This agreement is included as a requirement in the development agreement and
is attached to it as an exhibit.
Additionally, the City’s practice is to establish Storm Sewer Improvement Taxing District over
development sites as a “back-up plan” if the homeowner’s association does not maintain
stormwater improvements. The City has taken this step in all recent residential subdivisions.
The City Council held a Public Hearing at the January 17, 2023, meeting. The ordinance was not
adopted, however it is included as an attachment for approval.
Potential Action
If the City Council finds that the final plat is consistent with the approved preliminary plat and
that the conditions of preliminary plat have been addressed, the Council can take the following
actions:
1. Move to adopt the resolution granting final plat approval for Pioneer Highlands.
2. Move to adopt the ordinance establishing the Pioneer Highlands Storm Sewer
Improvement Tax District.
3. Move to adopt the resolution authorizing publication by title and summary.
4. Move to approve the Development Agreement by and between the City of Medina and
Onyx Performance Investments, LLC.
Attachments
1. Resolution granting final plat approval
2. Ordinance establishing the Pioneer Highlands Storm Sewer Improvement Tax District
3. Resolution authorizing publication by title and summary
4. Development Agreement
5. Plat & Plans
Resolution No. 2023-##
DATE
Member _______ introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION 2023-##
RESOLUTION GRANTING FINAL APPROVAL
FOR THE PIONEER HIGHLANDS PLAT
WHEREAS, the city of Medina (the “City”) is a municipal corporation, organized and
existing under the laws of Minnesota; and
WHEREAS, Onyx Performance Investment, LLC (the “Applicant”) is the fee owner of
the property located southeast of Willow Drive and southwest of Pioneer Trail (the “Property”)
which is legally described in Exhibit A, attached hereto; and
WHEREAS, on October 18, 2022, the City Council adopted resolution 2022-84,
granting preliminary approval of a four-lot plat known as Pioneer Highlands; and
WHEREAS, the Applicant has requested final approval of the Pioneer Highlands plat;
and
WHEREAS, the city Council reviewed the proposed plat and heard relevant testimony
on March 7, 2023; and
WHEREAS, subject to the fulfillment of the conditions noted below, the City Council
makes the following findings of fact in regard to the final plat based on the requirements of the
City’s subdivision ordinance:
a. The proposed plat is consistent with the approved preliminary plat.
b. The conditions on which preliminary plat was approved have been completed or have
been incorporated into this resolution and the corresponding development agreement.
c. The plat meets the criteria described in Subd. 10 of Section 820.21 for approval.
NOW, THEREFORE BE IT RESOLVED, that the City Council of Medina, Minnesota
hereby grants final approval for Pioneer Highlands, as depicted on the plat received by the City
on February 24, 2023, subject to the following terms and conditions:
1. The Applicant shall update the plat to provide drainage and utility easements over Outlot
A.
2. The Applicant shall execute and record easement agreement in a form and of substance
acceptable to the City Attorney for the shared driveway for all lots, at time of recording
the plat.
3. Upon construction of the driveway for Lot 3, the owner of Lot 3 shall install culvert(s) in
such location(s) and specifications determined necessary by the City Engineer to
accommodate drainage across Lot 3. The Owner shall also grant to the City drainage
easements for such drainage crossings prior to issuance of a building permit.
Resolution No. 2023-##
DATE
4. The stormwater improvements to be constructed have been designed to accommodate a
projected amount of impervious surfaces on each lot. If an owner proposes to construct
improvements which exceed the projected amount of impervious surfaces, the owner may
be required to construct additional stormwater improvements to comply with relevant
regulations.
5. The Applicant shall pay cash-in-lieu of park land in an amount of $32,000.00.
6. The Applicant shall enter into a development agreement with the City, which shall include
the conditions described below as well as other requirements of city ordinance or policy.
7. The Applicant shall install all improvements shown on the plans dated February 24, 2023,
except as may be modified herein.
8. The Applicant shall execute and record a Stormwater Maintenance Agreement in a form
and of substance acceptable to the City Attorney to describe the responsibility of the
property owners to maintain the private stormwater improvements.
9. The Applicant shall meet the requirements of the wetland protection ordinance including
but not limited to: execution and recordation of Upland Buffer Easement Agreement in a
form and of substance acceptable to the City Attorney, planting of appropriate vegetation,
and installation of signage.
10. The Applicant shall obtain all permits required by Pioneer-Sarah Watershed District.
11. The Applicant shall address the comments in the City Attorney’s plat opinion and abide by
the City Attorney’s recommendations related to recording procedures.
12. The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for
the cost of reviewing the preliminary plat, construction plans, and other relevant
documents.
13. The plat shall be recorded in the office of the Hennepin County Recorder within 180 days
of the date of the resolution or the approval shall be considered void, unless a written
request for time extension is submitted by the applicant and approved by the City
Council.
Dated:
By: ______________________
Kathleen Martin, Mayor
Attest:
By: _________________________
Caitlyn Walker, City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member _____
and upon vote being taken thereon, the following voted in favor thereof:
And the following voted against same:
Whereupon said resolution was declared duly passed and adopted.
Resolution No. 2023-##
DATE
EXHIBIT A
Legal Description of the Property
PID 0911823110002
Abstract Property
CITY OF MEDINA
ORDINANCE NO. ___
AN ORDINANCE ESTABLISHING THE PIONEER HIGHLANDS
STORM SEWER IMPROVEMENT TAX DISTRICT
THE CITY COUNCIL OF THE CITY OF MEDINA, MINNESOTA ORDAINS AS
FOLLOWS:
Section I. Background: Findings.
1.01. The City is authorized by Minnesota Statutes, Sections 444.16 – 444.21 (the “Act”) to establish
a storm sewer improvement tax district within the Pioneer Highlands development (the “District”) to
acquire, construct, reconstruct, extend, maintain and otherwise improve storm sewer systems and related
facilities within the District and to acquire, construct, maintain and improve stormwater holding areas and
ponds outside of the District which are for the benefit of the District in accordance with the Act and to levy
a tax on all taxable property within the District to finance such activities.
1.02. It is found and determined that it is in the best interests of Medina and its storm water
management program that the District be established. The District shall be comprised of the land legally
described in Exhibit A, attached hereto.
Section II. Establishment: Authorizations.
2.01. The Pioneer Highlands Storm Sewer Improvement Tax District is hereby established. The
City shall have all powers and authority conferred by the Act in the operation and financing of the activities
of the District.
2.02. The boundaries of the District include all property described in Exhibit A, attached hereto and
are depicted in the map on Exhibit B, attached hereto.
2.03. The City Clerk is authorized and directed to file a certified copy of this ordinance with the
Auditor and Recorder of Hennepin County.
Section III. This ordinance shall become effective upon its adoption and publication and the
recording of the plat of Pioneer Highlands in Hennepin County.
Adopted by the City Council of the City of Medina this ____day of ____________, 2023
Kathleen Martin, Mayor
Attest:
_____________________________________
Caitlyn Walker, City Clerk
Published in the Crow River News on this ____ day of _____, 2023.
EXHIBIT A
Legal Description of property contained within boundaries of
Pioneer Highlands Storm Sewer Improvement Tax District
Lots 1 through 4, Block 1, and Outlot A, Pioneer Highlands, Hennepin County, Minnesota.
Ordinance No. XXX
DATE 4
EXHIBIT B
Map of Pioneer Highlands Storm Sewer Improvement Tax District
Location of Pioneer Highlands Storm Sewer Improvement Tax District
Resolution No. 2023-##
DATE
Member _________ introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION NO. 2023-##
RESOLUTION AUTHORIZING PUBLICATION OF
ORDINANCE NO. ### BY TITLE AND SUMMARY
WHEREAS, the city council of the City of Medina has adopted Ordinance No. ###, an
ordinance establishing the Pioneer Highlands Storm Sewer Improvement Tax District; and
WHEREAS, Minnesota Statues § 412.191, subdivision 4 allows publications by title and
summary in the case of lengthy ordinances or those containing charts or maps; and
WHEREAS, the ordinance is four pages in length and contains a map; and
WHEREAS, the city council believes that the following summary would clearly inform
the public of the intent and effect of the ordinance.
NOW, THEREFORE, BE IT RESOLVED by the city council of the City of Medina
that the city clerk shall cause the following summary of Ordinance No. ### to be published in the
official newspaper in lieu of the ordinance in its entirety:
Public Notice
The city council of the City of Medina has adopted Ordinance No. ###, an ordinance establishing
the Pioneer Highlands Storm Sewer Improvement Tax District. The tax district applies to the
property within the Pioneer Highlands residential development and would allow the City to
acquire, construct, reconstruct, extend, maintain and otherwise improve storm sewer systems and
related facilities related to the District and to levy a tax on all taxable property within the District
to finance such activities.
The full text of the ordinance is available from the city clerk at Medina city hall during regular
business hours.
BE IT FURTHER RESOLVED by the city council of the City of Medina that the city
clerk keep a copy of the ordinance in her office at city hall for public inspection and that she post
a full copy of the ordinance in a public place within the city.
Resolution No. 2023-## 2
DATE
Dated:
______________________________
Kathleen Martin, Mayor
ATTEST:
_________________________________
Caitlyn Walker, City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
____________ upon vote being taken thereon, the following voted in favor thereof:
And the following voted against same:
Whereupon said resolution was declared duly passed and adopted.
ME230-794-847479.v4
DRAFT 2-24-23
DEVELOPMENT AGREEMENT
BY AND BETWEEN
THE CITY OF MEDINA
AND
ONYX PERFORMANCE INVESTMENTS, LLC
FOR
PIONEER HIGHLANDS
This document drafted by:
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
ME230-794-847479.v4 i
TABLE OF CONTENTS
PAGE
1. Right to Proceed ................................................................................................................1
2. Plans; Improvements .........................................................................................................2
3. Erosion Control .................................................................................................................3
4. Site Grading; Haul Routes ................................................................................................3
5. Construction of Subdivision Improvements .....................................................................4
6. Shared Driveway ...............................................................................................................4
7. Septic Systems and Wells .................................................................................................5
8. Stormwater Improvements ................................................................................................5
9. Upland Buffer Easement Agreement ................................................................................6
10. Letter of Credit ..................................................................................................................6
11. Homeowners’ Association; Covenants .............................................................................7
12. Park Dedication Requirements .........................................................................................7
13. Responsibility for Costs; Escrow for Construction Inspection .........................................7
14. Developer’s Default ..........................................................................................................8
15. Insurance ...........................................................................................................................8
16. Floodplain Regulations .....................................................................................................9
17. No Building Permits Approved; Certificates of Occupancy.............................................9
18. Clean up and Dust Control ................................................................................................9
19. Compliance with Laws .....................................................................................................9
20. Agreement Runs with the Land ........................................................................................9
21. Indemnification ...............................................................................................................10
22. Assignment .....................................................................................................................10
23. Notices ............................................................................................................................10
24. Severability .....................................................................................................................10
25. Non-waiver .....................................................................................................................10
26. Estoppel Certificate; Partial Release ...............................................................................11
27. Counterparts ....................................................................................................................11
SIGNATURES ........................................................................................................................... 12-13
EXHIBIT A LEGAL DESCRIPTION OF PROPERTY
EXHIBIT B LIST OF PLAN DOCUMENTS
EXHIBIT C FORM OF STORMWATER MAINTENANCE AGREEMENT
EXHIBIT D FORM OF UPLAND BUFFER EASEMENT AGREEMENT
EXHIBIT E SUBDIVISION IMPROVEMENT COST ESTIMATE
ME230-794-847479.v4 1
This Development Agreement (the “Agreement”) is made and entered into this ___ day of
_____________, 2023 by and between the city of Medina, a municipal corporation under the laws of
Minnesota (the “City”), and Onyx Performance Investments, LLC, a Minnesota limited liability
company (the “Developer”).
WITNESSETH:
WHEREAS, the Developer is fee owner of the real property legally described on Exhibit A
attached hereto (the “Property”) and desires to develop the land as a four-lot, single-family residential
development; and
WHEREAS, to accommodate said development, the City has approved the final plat of
Pioneer Highlands (the “Subdivision”) via Resolution 2023-XXXX (the “City Approval”); and
WHEREAS, the City Approval is contingent upon the Developer entering into a development
agreement satisfactory to the City.
NOW, THEREFORE, based on the mutual covenants and obligations contained herein, the
parties agree as follows:
1. Right to Proceed. The Property is approximately 67.54 acres in size and the
Subdivision consists of four lots intended for single family residential purposes. The Developer may
not construct any improvements or any buildings within the Subdivision or as otherwise contemplated
herein until all the following conditions precedent have been satisfied:
a) the final plat of Pioneer Highlands has been filed with Hennepin County;
b) this Agreement has been executed by the Developer and the City;
c) the required Letter of Credit (as hereinafter defined) has been received by
the City from or on behalf of the Developer;
d) final engineering and construction plans in digital form have been submitted
by the Developer and approved by the city engineer;
e) the Developer has reimbursed the City for all legal, engineering and
administrative expenses incurred to date by the City regarding the
Subdivision and has given the City the additional escrow required by this
Agreement;
f) the Developer has executed a shared driveway declaration that meets the
satisfaction of the City;
g) the Developer has executed the Stormwater Maintenance Agreement in the
form attached hereto as Exhibit C;
h) the Developer has executed the Upland Buffer Easement Agreement in the
form attached hereto as Exhibit D;
i) a storm sewer improvement tax district has been established for the Property
and the Developer has submitted the storm sewer improvement tax district
disclosure statement required by section 8 of this Agreement;
ME230-794-847479.v4 2
j) the Developer has submitted and the City has approved the certified grading
plan;
k) all erosion control measures are in place;
l) the Developer has received all required permits from the Pioneer-Sarah
Watershed Management Commission, the Elm Creek Watershed
Management Commission, the Minnesota Pollution Control Agency, and
any other entity having jurisdiction;
m) the Developer or the Developer’s engineer has initiated and attended a
preconstruction meeting with the city engineer and staff; and
n) the City has issued a notice that all conditions precedent have been satisfied
and that the Developer may proceed.
Notwithstanding the foregoing, the Developer may request written approval from the City to allow
the commencement of grading activities prior to the satisfaction of condition 1a) above, provided,
however, that any decision regarding whether to grant such written approval shall be left entirely
to the discretion of City staff and consultants. The Developer assumes any and all risk associated
with performing such work prior to the recordation of the final plat. This Agreement replaces and
supersedes that certain Preliminary Development Agreement the parties previously entered into,
dated November 18, 2022, which shall have no further force and effect.
2. Plans; Improvements. a) The Developer agrees to develop the Subdivision in
accordance with this Agreement, the final plat of Pioneer Highlands, the City’s engineering standards,
and the terms and conditions of the City Approval, which are hereby incorporated by reference into
this Agreement and made a part hereof. The Developer also agrees to construct all required
improvements related to the Subdivision in accordance with the approved engineering and
construction plans (collectively, the “Plans”). The documents which constitute the Plans are those on
file with and approved by the City and are listed on Exhibit B attached hereto. The Plans may not be
modified by the Developer without the prior written approval of the City.
b) In developing the Subdivision in accordance with the Plans, the Developer shall make
or install at its sole expense the following improvements (collectively, the “Subdivision
Improvements”):
1. site grading and erosion controls;
2. shared driveway;
3. stormwater facilities; and
4. vegetative plantings and buffer signage.
c) All work performed by or on behalf of the Developer on or related to the Subdivision,
including construction of the Subdivision Improvements and construction of houses and other
improvements on the lots, shall be restricted to the hours of 7:00 a.m. through 8:00 p.m., Monday
through Friday and 8:00 a.m. through 5:00 p.m. on Saturday.
d) The City and the Developer previously entered into that certain Preliminary
Development Agreement, dated November 18, 2022 (the “Preliminary Development Agreement”),
so that the Developer could undertake early grading activities on the Property prior to final plat
approval. Because the Developer was unable to perform those activities prior to the winter season,
the parties intend for this Agreement to replace the Preliminary Development Agreement. Upon the
ME230-794-847479.v4 3
execution of this Agreement by both parties, the Preliminary Development Agreement shall
immediately terminate and be of no further force and effect, and all development on the Property will
adhere to the terms and conditions contained herein.
3. Erosion Control. a) All construction regarding the Subdivision Improvements shall
be conducted in a manner designed to control erosion and in compliance with all City ordinances
and other requirements, including the City’s permit with the Minnesota Pollution Control Agency
regarding municipal separate storm sewer system program. Before any portion of the Property is
rough graded, an erosion control plan shall be implemented by the Developer as approved by the
City. The City may impose reasonable, additional erosion control requirements after the City’s
initial approval if the City deems such necessary due to a change in conditions. All areas disturbed
by the excavation shall be reseeded promptly after the completion of the work in that area unless
construction of streets or utilities, buildings or other improvements is anticipated immediately
thereafter. Except as otherwise provided in the erosion control plan, seed shall provide a temporary
ground cover as rapidly as possible. All seeded areas shall be mulched, and disc anchored as
necessary for seed retention. The parties recognize that time is of the essence in controlling
erosion.
b) If the Developer does not comply with the erosion control plan and schedule or
supplementary instructions received from the City, the City may take such action as it deems
reasonably appropriate to control erosion based on the urgency of the situation. The City agrees
to provide reasonable notice to the Developer in advance of any proposed action, including notice
by telephone or email in the case of emergencies, but limited notice by the City when conditions
so dictate will not affect the Developer’s obligations or the City’s rights hereunder.
c) The Developer agrees to reimburse the City for all expenses it incurs in connection
with any action it takes to control erosion. No grading or construction of the Subdivision
Improvements will be allowed and no building permits will be issued within the Subdivision unless
the Developer is in full compliance with the erosion control requirements. The erosion control
measures specified in the Plans or otherwise required within the Property or adjacent areas shall
be binding on the Developer and its successors and assigns.
4. Site Grading; Haul Routes. a) In order to construct the Subdivision Improvements
and otherwise prepare the Property for development, it will be necessary for the Developer to grade
the Property based on the approved Plans and specifications for the Subdivision. All site and other
grading must be done in compliance with the Plans. The City may withhold issuance of a building
permit for any structure within the Subdivision until the approved certified grading plan is on file
with the City and all erosion control measures are in place as determined by the City. Within 30
days after completion of the grading, or such other period acceptable to the City’s engineer, the
Developer shall provide the City with an “as constructed” grading plan and a certification by a
registered land surveyor or engineer.
b) The Developer agrees that any fill or other materials which must be brought to or
removed from the Property during construction of the Subdivision Improvements, while grading
the site, or during construction of any buildings or other improvements, may not be transported to
or from the Property using Willow Drive north of Pioneer Trail.
ME230-794-847479.v4 4
5. Construction of Subdivision Improvements. a) All Subdivision Improvements
shall be installed in accordance with the Plans, the City Approval, the City’s subdivision
regulations, the City’s engineering standards for utility construction (as hereinafter defined) and
the requirements of the report from the City engineer dated ______________, 20___. The
Developer shall submit plans and specifications for the Subdivision Improvements prepared by a
registered professional engineer. The Developer shall obtain any necessary permits from the
Pioneer-Sarah Watershed Management Commission, the Elm Creek Watershed Management
Commission, the Minnesota Pollution Control Agency, and any other agency having jurisdiction
over the Subdivision before proceeding with construction. The City shall inspect all work at the
Developer’s expense. The Developer, its contractors and subcontractors, shall follow all
instructions received from the City’s inspectors. Prior to beginning construction, the Developer
or the Developer’s engineer shall schedule a preconstruction meeting with all parties concerned,
including the City staff and engineers, to review the program for the construction work.
b) Within 60 days after the completion of the Subdivision Improvements, the
Developer shall supply the City with a complete set of reproducible “as constructed” plans and
three complete sets of paper “as constructed” plans, each prepared in accordance with City
standards and in AutoCAD format based on Hennepin County coordinates. Stormwater “as
constructed” plans shall also be submitted to the City in GIS format compatible with ArcMap 10.3
in the coordinates and with the attributes directed by the City engineer. Iron monuments must be
installed in the Subdivision in accordance with state law. The Developer’s surveyor shall submit
a written notice to the City certifying that the monuments have been installed. Subject to events
of force majeure, all Subdivision Improvements required by this Agreement shall be completed by
no later than September 30, 2023, except as may be specifically noted otherwise in this Agreement.
c) No building permit shall be issued for structures within the Subdivision until
adequate street and driveway access is available to the lot in question. If building permits are
issued prior to the completion and acceptance of all Subdivision Improvements serving any lot,
the Developer assumes all liability and costs resulting in delays in completion of the Subdivision
Improvements and damage to the Subdivision Improvements caused by the City, the Developer,
its contractors, subcontractors, materialmen, employees, agents, or third parties. No temporary or
permanent certificate of occupancy shall be issued for any structure within the Subdivision until
driveway access has been completed for the lot in question.
6. Shared Driveway. The Developer will construct a shared driveway over Outlot A
of the Subdivision, in accordance with the Plans, to serve each of the four lots (the “Shared
Driveway”). The Shared Driveway shall remain privately owned and maintained by the
Developer, its successors in title, an HOA, as hereinafter defined, or by the individual lot owners
within the Subdivision. The Developer will prepare, execute, and record a shared driveway
declaration which must provide for perpetual access rights to the owners of all lots within the
Subdivision over the portion of the Shared Driveway necessary for each respective access point.
Said declaration shall be in a form acceptable to the city attorney, and no building permits will be
issued for any lot unless and until said declaration has been duly recorded.
ME230-794-847479.v4 5
7. Septic Systems and Wells. a) The Developer or its successors or assigns agree to
construct individual septic systems and wells to serve the lots within the Subdivision. All work in
constructing the new private utilities must comply with all City and state requirements regarding
such private utilities. The septic systems and wells will remain private and will not be owned or
maintained by the City.
b) All lots within the Subdivision must have primary and alternate septic sites on the
lot which meet setback requirements and which do not interfere with the intended purpose of any
drainage and utility or other easement. In no circumstance shall the treatment (absorption) area of
a septic system be allowed within any easement. All private wells for the lots shall be located on
the served lot.
8. Stormwater Improvements. a) The Developer agrees to construct the stormwater
facilities in accordance with the Plans and in compliance with all City requirements regarding such
improvements. The stormwater facilities include but are not limited to a stormwater pond,
filtration basin, together with all related facilities, and vegetative buffers as shown on the Plans.
b) The stormwater facilities serving the Subdivision will remain private and will be
maintained by the Developer at its sole expense until taken over by the HOA, as hereinafter defined,
or the individual lot owners, as provided in section 11. The City does not intend to accept the
stormwater facilities as public and does not intend to maintain them. In order to meet the requirements
of the Pioneer-Sarah Watershed Management Commission, the Elm Creek Watershed
Management Commission, and the City code, the Developer agrees to enter into a Stormwater
Maintenance Agreement with the City in the form attached hereto as Exhibit C, which will be
recorded against the Property and run with the land. The purpose of the Stormwater Maintenance
Agreement is to ensure that the stormwater facilities are privately maintained and to give the City the
right but not the obligation to maintain them if the Developer, the HOA, or the individual lot owners,
as the case may be, fail in their obligations. The Stormwater Maintenance Agreement will be recorded
against all land within the Subdivision and will run with the land. The Developer acknowledges that
i) the stormwater facilities have not and will not be accepted by the City; ii) the City does not plan
to maintain or pay for maintenance, repair or replacement of the stormwater facilities and that the
Developer and ultimately the HOA or individual lot owners will have primary responsibility for
such work; iii) the City has the right but not the obligation to perform necessary work upon the
failure or refusal by the responsible party to do so; and iv) if the City performs any work on the
stormwater facilities, the City intends to specially assess or otherwise recover the cost of such
work against the lots within the Subdivision.
c) The Developer will make either the HOA or individual lot owners responsible for
the maintenance, repair or replacement of the stormwater facilities as needed and the covenants
recorded with Hennepin County pursuant to section 11 shall so require. The HOA or individual
lot owners, as the case may be, shall thereafter be responsible for the maintenance, repair or
replacement of all stormwater facilities serving the Subdivision. The Developer agrees to inform
purchasers of lots within the Subdivision that i) the City does not plan to maintain or pay for
maintenance, repair or replacement of the stormwater facilities and that the HOA or individual lot
owners, as the case may be, will have primary responsibility for such work; ii) the City has the
right but not the obligation to perform necessary work upon the failure or refusal by the responsible
ME230-794-847479.v4 6
party to do so; and iii) if the City performs any work on the stormwater facilities, the City intends
to recover the cost of such work against the lots within the Subdivision.
d) The Developer acknowledges that the City intends to establish a storm sewer
improvement tax district which includes all land within the Subdivision. The district will be
established pursuant to Minnesota Statutes, sections 444.16 to 444.21 and will authorize the City to
acquire, construct, reconstruct, extend, maintain, and otherwise improve storm sewer systems and
related improvements within or serving the Subdivision if such work becomes necessary in the
opinion of the City. In recognition of this possibility, the Developer agrees to provide prospective lot
purchasers with a disclosure statement informing them of the existence of the storm sewer
improvement tax district and that a tax could be imposed on the lots within the Subdivision if the City
is required to repair or maintain the storm sewer systems and related improvements. The wording of
the disclosure statement must be approved by the City for use in connection with the sale of lots in
the Subdivision prior to its distribution or use by the Developer.
e) Notwithstanding the City’s longstanding policy and practice of requiring that
stormwater facilities be privately inspected and maintained by the respective property owners and/or
owners’ associations served by them, nothing contained in this Agreement shall be interpreted to
prohibit or in any way limit the City from amending that policy and practice, via ordinance or
otherwise, and taking over such inspection and maintenance responsibilities, if deemed necessary by
the City in its sole discretion and irrespective of compliance with the provisions contained herein by
the Developer, the HOA, or the individual lot owners.
9. Upland Buffer Easement Agreement. The Developer agrees to execute the Upland
Buffer Easement Agreement in the form attached hereto as Exhibit D, the purpose of which is to
ensure that the wetland and stormwater buffer areas on the Property are planted with appropriate
materials intended to enhance water quality and are maintained in that condition thereafter. The
materials to be planted within such areas are specified in the Plans and vegetation therein shall be
established consistent with the City’s ordinances. The Upland Buffer Easement Agreement will be
recorded against the Property and will run with the land.
10. Letter of Credit. a) In order to ensure completion of the Subdivision Improvements
required under this Agreement and satisfaction of all fees due to the City, the Developer agrees to
deliver to the City prior to beginning any construction or work within the Subdivision a letter of
credit (the “Letter of Credit”) in the amount of $150,000 which represents 150 percent of the
estimated cost of the Subdivision Improvements as specified in the Plans. This amount represents
the maximum risk exposure for the City, based on the anticipated sequence of construction and the
estimate of cost of each element of the Subdivision Improvements, rather than the aggregate cost
of all required Subdivision Improvements. The Letter of Credit shall be delivered to the City prior
to beginning any work on the Subdivision Improvements and shall renew automatically thereafter
until released by the City. The estimated cost of the work covered by the Letter of Credit is
itemized on Exhibit E attached hereto. The Letter of Credit shall be issued by a bank determined
by the City to be solvent and creditworthy and shall be in a form acceptable to the City. The Letter
of Credit shall allow the City, following a default by the Developer, to draw upon the instrument,
in whole or part, in order to complete construction of any or all of the Subdivision Improvements
and other specified work within the Subdivision and to pay any fees or costs due to the City by the
ME230-794-847479.v4 7
Developer.
b) The City agrees to reduce the Letter of Credit to an amount roughly equal to 150
percent of the cost of the remaining work, subject to evaluation of the City’s maximum risk
exposure and satisfaction of all of the Developer’s financial obligations to the City. The Letter of
Credit shall be released in full and returned to the Developer following full completion of all
Subdivision Improvements; after satisfaction of all financial obligations by the Developer to the
City; and after the Developer’s completion of all other obligations contained in this Agreement.
Prior to releasing any portion of the Letter of Credit or accepting another letter of credit in
replacement, the City shall first be satisfied regarding the quality and completeness of the work
and that the Developer has taken such steps as may be necessary to ensure that no liens will attach
to the Subdivision. Notwithstanding anything herein to the contrary, the Letter of Credit shall not
be reduced to less than $50,000, until such time as the City releases the entire Letter of Credit.
c) It is the intention of the parties that the City at all times have available to it a Letter
of Credit in an amount adequate to ensure completion of all elements of the Subdivision
Improvements and other obligations of the Developer under this Agreement. To that end and
notwithstanding anything herein to the contrary, all requests by the Developer for a reduction or
release of the Letter of Credit shall be evaluated by the City in light of that principle.
d) If at any time the City reasonably determines that the bank issuing the Letter of
Credit no longer satisfies the City’s requirements regarding solvency and creditworthiness, the
City shall notify the Developer and the Developer shall provide to the City within 30 days a
substitute Letter of Credit from another bank meeting the City’s requirements. If within 30 days
of notice the Developer fails to provide the City with a substitute Letter of Credit from an issuing
bank satisfactory to the City, the City may draw on the full amount of the existing Letter of Credit
notwithstanding anything else contained in this Agreement to the contrary.
11. Homeowners’ Association; Covenants. The Developer agrees to establish a
homeowners’ association (the “HOA”), which shall include all land within the Subdivision.
Alternatively, the Developer may instead delegate all requirements of the HOA, as memorialized
in this Agreement, collectively to the individual lot owners within the Subdivision. Regardless of
whether the Developer establishes an HOA or delegates such obligations to the individual lot
owners collectively, the Developer agrees to record covenants against the Property for this
purpose, which covenants must be in form and substance acceptable to the City. The covenants
shall be filed by the Developer with Hennepin County prior to any building permits being issued
for the Subdivision. Such covenants must provide, among other things, for maintenance of the
Shared Driveway, the stormwater facilities, and the upland buffers. The City must approve said
covenants and will require that certain provisions thereof may not be amended or deleted without
prior written City approval.
12. Park Dedication Requirements. In order to satisfy the City’s park dedication
requirements with respect to the Subdivision, the Developer shall pay to the City a cash-in-lieu
amount of $32,000 prior to the City’s execution and release of the final plat.
13. Responsibility for Costs; Escrow for Construction Inspection. a) The Developer
ME230-794-847479.v4 8
agrees to pay to the City an administrative fee in the amount necessary to reimburse the City for
its reasonable costs and expenses in reviewing the Subdivision, including the drafting and
negotiation of this Agreement and all associated documents. The Developer agrees to reimburse the
City in full for such reasonable costs within 30 days after notice in writing by the City. The Developer
agrees to reimburse the City for the reasonable cost incurred in the enforcement of any provision of
this Agreement, including reasonable engineering and attorneys’ fees.
b) The Developer shall also pay a fee for City construction observation and
administration relating to construction of the Subdivision Improvements. Construction
observation shall include inspection of all the Subdivision Improvements. In order to reimburse
the City for the reasonable cost of inspection of the Subdivision Improvements, the Developer shall
deposit an additional $14,900.00 into an escrow account with the City, which shall receive and
hold such funds solely under the terms of this Agreement. The City shall reimburse itself for
expenses from the escrow and, at the Developer’s request, will provide the Developer with a copy
of any invoice from the city engineer or evidence of other cost or expense attributed to the escrow.
If any funds held under this escrow exceed the amount necessary to reimburse the City for its costs
under this section, such funds shall be returned to the Developer without interest. If it appears that
the actual costs incurred will exceed the estimate, the Developer and the City shall review the costs
required to complete the project and the Developer shall deposit additional sums with the City.
14. Developer’s Default. In the event of default by the Developer as to construction or
repair of any of the Subdivision Improvements or any other work or undertaking required by this
Agreement, after providing 30 days’ notice to the Developer of the nature of the default pursuant
to the notice requirements in this Agreement, the City may, at its option, perform the work and the
Developer shall promptly reimburse the City for any expense incurred by the City. This
Agreement is a license for the City to act, and it shall not be necessary for the City to seek an order
from any court for permission to enter the Property for such purposes. If the City does any such
work, the City may, in addition to utilizing the Letter of Credit or exercising any of its other
remedies, levy special assessments against the land within the Subdivision to recover the costs
thereof. For this purpose, the Developer, for itself and its successors and assigns, expressly waives
any and all procedural and substantive objections to the special assessments, including but not
limited to, hearing requirements and any claim that the assessments exceed the benefit to the land
so assessed. The Developer, for itself and its successors and assigns, also waives any appeal rights
otherwise available pursuant to Minnesota Statutes, section 429.081. The City may also withhold
the issuance of building permits and certificates of occupancy if the Developer is in default of any
of the terms and conditions of this Agreement or afford itself to any other rights that it may have
whether in law or in equity.
15. Insurance. The Developer agrees to take out and maintain or cause to be taken out
and maintained until six months after the City has accepted the Subdivision Improvements, public
liability and property damage insurance covering personal injury, including death, and claims for
property damage which may arise out of Developer’s work or the work of its contractors or
subcontractors. Liability limits shall not be less than $500,000 when the claim is one for death by
wrongful act or omission or for any other claim and $1,500,000 for any number of claims arising
out of a single occurrence. The City shall be named as an additional insured on the policy. The
certificate of insurance shall provide that the City must be given the same advance written notice
ME230-794-847479.v4 9
of the cancellation of the insurance as is afforded to the Developer.
16. Floodplain Regulations. No structures, including fences and accessory structures,
may be constructed within the Subdivision below the regulatory flood protection elevation. The
Developer must comply with the requirements of the City with regard to flood protection. Any
utilities which are installed by the Developer on ground the surface of which is below the regulatory
flood protection elevation must be flood proof in accordance with the state building code and City
requirements.
17. No Building Permits Approved; Certificates of Occupancy. a) Approvals granted
to date by the City regarding the Subdivision do not include approval of a building permit for any
structure within the Subdivision. The Developer must submit and the City must approve building
plans prior to an application for a building permit for a structure on any lot within the Subdivision.
All building pads must be certified prior to initiation of construction of a home on a lot. The
Developer or the party applying for a building permit shall be responsible for payment of the
customary fees associated with the building permit and all other deferred fees, if any, as specified
in this Agreement.
b) No certificate of occupancy shall be issued for any home constructed in the
Subdivision unless prior thereto the lot has been graded and all buffer plantings installed in
accordance with the Plans, the septic system, well and driveway (shared and individual) have been
installed, and an as-built survey of the lot has been submitted and approved by the City. In cases
in which seasonal weather conditions make compliance with these conditions impossible, the City
may accept an escrow of sufficient amount to ensure completion of the work during the following
construction season.
18. Clean up and Dust Control. The Developer shall clean on a daily basis dirt and
debris from streets adjoining the Subdivision resulting from construction work by the Developer,
its contractors, agents or assigns, including any party constructing houses within the Subdivision.
Prior to any construction on the Property or adjacent areas, the Developer shall identify to the City
in writing a responsible party for erosion control, street cleaning, and street sweeping. The
Developer shall provide dust control to the satisfaction of the City’s engineer throughout
construction within the Subdivision.
19. Compliance with Laws. The Developer agrees to comply with all laws, resolutions,
ordinances, regulations and directives of the state of Minnesota and the City applicable to the
Subdivision. This Agreement shall be construed according to the laws of Minnesota. Breach of the
terms of this Agreement by the Developer shall be grounds for denial of building permits for lots
within the Subdivision.
20. Agreement Runs with the Land. This Agreement shall run with the Property and
shall be recorded against the title thereto and shall bind and inure to the benefit of the City and the
Developer and their successors and assigns. The Developer warrants that there are no unrecorded
encumbrances or interests relating to the Property. The Developer agrees to indemnify and hold
the City harmless for any breach of the foregoing covenants. The Developer also agrees that all
ME230-794-847479.v4 10
instruments referenced herein will be recorded against the Property pursuant to recording instructions
provided or approved by the city attorney.
21. Indemnification. The Developer hereby agrees to indemnify and hold the City and
its officers, employees, and agents harmless from claims made by it and third parties for damages
sustained or costs incurred resulting from approval of the Subdivision and the City Approval. The
Developer hereby agrees to indemnify and hold the City and its officers, employees, and agents
harmless for all costs, damages, or expenses which the City may pay or incur in consequence of
such claims, including attorneys’ fees, except matters involving acts of gross negligence by the
City.
22. Assignment. The Developer may not assign this Agreement without the prior
written permission of the City, which consent shall not be unreasonably withheld, conditioned or
denied. It is the intention of the parties that any assignee be subject to this Agreement.
23. Notices. Any notice or correspondence to be given under this Agreement shall be
deemed to be given if delivered personally or sent by United States certified or registered mail,
postage prepaid, return receipt requested:
a) as to Developer: Onyx Performance Investments, LLC
1585 Medina Rd.
Medina, MN 55356
Attention: Harry Schleeter
b) as to City: City of Medina
2052 County Road 24
Medina, MN 55340
Attention: City Administrator
With a copy to: David T. Anderson
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
or at such other address as either party may from time to time notify the other in writing in accordance
with this section. The Developer shall notify the City if there is any change in its name or address.
24. Severability. In the event that any provision of this Agreement shall be held invalid,
illegal or unenforceable by any court of competent jurisdiction, such holding shall pertain only to such
section and shall not invalidate or render unenforceable any other section or provision of this
Agreement.
25. Non-waiver. Each right, power or remedy conferred upon the City by this
Agreement is cumulative and in addition to every other right, power or remedy, express or implied,
now or hereafter arising, or available to the City at law or in equity, or under any other agreement.
ME230-794-847479.v4 11
Each and every right, power and remedy herein set forth or otherwise so existing may be exercised
from time to time as often and in such order as may be deemed expedient by the City and shall not
be a waiver of the right to exercise at any time thereafter any other right, power or remedy. If
either party waives in writing any default or nonperformance by the other party, such waiver shall be
deemed to apply only to such event and shall not waive any other prior or subsequent default.
26. Estoppel Certificate; Partial Release. a) The City agrees to execute a certification in
writing and in such form as will enable it to be recorded in the proper office for the recordation of
deeds and other instruments that (i) this Agreement is unmodified and in full force and effect, or if
there have been modifications, the identify of such modifications and that the same are in full force
and effect as modified; (ii) no party is in default under any provisions of this Agreement or, if there
has been a default, the nature of such default; (iii) all Subdivision Improvements to be constructed
under this Agreement have been constructed, or, if not, specifying the Subdivision Improvements yet
to be constructed; and (iv) as to any other matter that the requesting party shall reasonably request.
Any such statement on behalf of the City may be executed by the city administrator without city
council approval.
b) Following completion of the Subdivision Improvements and at the written request of
the Developer, the City agrees to execute a certification in writing releasing the lot or lots from the
Developer’s obligations under this Agreement. Such certification shall not release the lot or lots from
any ongoing obligations related to the Shared Driveway, the stormwater facilities, or the upland
buffers, the liability under the storm sewer improvement tax district, or any other ongoing obligations
regarding the Subdivision.
27. Counterparts. This Agreement may be executed simultaneously in any number of
counterparts, each of which shall be an original and shall constitute one and the same Agreement.
*************************
ME230-794-847479.v4 12
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on
the day and year first above written.
CITY OF MEDINA
By: __________________________________
Kathleen Martin, Mayor
By: __________________________________
Scott T. Johnson, City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, the mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the municipal corporation.
____________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, the city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the municipal corporation.
____________________________________
Notary Public
ME230-794-847479.v4 13
ONYX PERFORMANCE INVESTMENTS, LLC
By:
Its:
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me on ________________ 2023, by
Harry Schleeter, the chief manager, of Onyx Performance Investments, LLC, a Minnesota limited
liability company, on behalf of the company.
____________________________________
Notary Public
This document drafted by:
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
A-1
ME230-794-847479.v4
EXHIBIT A TO
DEVELOPMENT AGREEMENT
Legal Description of the Property
The land to which this Development Agreement applies is legally described as follows:
Lots 1 through 4, Block 1, and
Outlot A, all in Pioneer Highlands, Hennepin County, Minnesota.
ME230-794-847479.v4 B-1
EXHIBIT B TO
DEVELOPMENT AGREEMENT
List of Plan Documents
The following documents prepared by Gronberg & Associates, engineer issue date _____________,
2023, collectively constitute the Plans:
C-1
ME230-794-847479.v4
EXHIBIT C TO
DEVELOPMENT AGREEMENT
FORM OF
STORMWATER MAINTENANCE AGREEMENT
THIS AGREEMENT (the “Agreement”) is made and entered into as of the ____ day of
_________, 2023, by and between the city of Medina, a Minnesota municipal corporation (the
“City”) and Onyx Performance Investments, LLC, a Minnesota limited liability company (the
“Developer”).
WITNESSETH:
WHEREAS, the Developer is the fee owner of certain real property located in Hennepin
County, Minnesota, legally described on Exhibit A attached hereto (the “Property”); and
WHEREAS, the City has obtained drainage and utility easements over portions of the
Property (the “Easement Areas”); and
WHEREAS, by a separate development agreement (the “Development Agreement”), the
Developer has agreed to construct and maintain certain stormwater facilities (the “Stormwater
Improvements”) for the benefit of the Property; and
WHEREAS, the Stormwater Improvements which are the subject of this Agreement
include, but are not necessarily limited to, a stormwater pond, filtration basin, and all related
facilities. The location of the Stormwater Improvements are shown on Exhibit B attached hereto;
and
WHEREAS, the Pioneer-Sarah Watershed Management Commission and the Elm Creek
Watershed Management Commission require permanent provisions for handling of runoff,
including terms and conditions for operation and maintenance of all Stormwater Improvements,
and require such provisions to be set forth in an agreement to be recorded against the Property;
and
WHEREAS, the City and the Developer intend to comply with certain conditions,
including entering into a maintenance agreement regarding the Stormwater Improvements.
NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein
and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
the parties agree as follows:
1. Maintenance of the Stormwater Improvements. The Developer, for itself and its
successor or assigns, agrees to maintain the Stormwater Improvements and observe all drainage
laws governing the operation and maintenance of the Stormwater Improvements. The Developer
shall make periodic inspection and perform maintenance of the Stormwater Improvements as
C-2
ME230-794-847479.v4
described in Exhibit C attached hereto. The Developer shall make all such scheduled inspections
and maintenance, keep record of all inspections and maintenance activities, and submit such
records annually to the City. The cost of all inspections and maintenance, including but not limited
to skimming and cleaning of the Stormwater Improvements, shall be the obligation of the
Developer and its successors or assigns as the fee owner of the Property, which obligation shall be
assigned to the HOA, as defined hereinafter, in accordance with section 7 of this Agreement.
2. City’s Maintenance Rights. The City may inspect the Stormwater Improvements
at any time and shall have the right to enter upon the Easement Areas and such portions of the
Property as may reasonably be necessary to gain access to the Easement Areas to perform such
inspections. Additionally, the City may maintain the Stormwater Improvements, as provided in
this paragraph, if the City reasonably believes that the Developer or its successors or assigns has
failed to maintain the Stormwater Improvements in accordance with applicable drainage laws and
other requirements and such failure continues for 30 days after the City gives the Developer written
notice of such failure or, if such tasks cannot be completed within 30 days, after such time period
as may be reasonably required to complete the required tasks provided that Developer is making a
good faith effort to complete said task. The City’s notice shall specifically state which maintenance
tasks are to be performed. If Developer does not complete the maintenance tasks within the
required time period after such notice is given by the City, the City shall have the right to enter
upon the Easement Areas and such portions of the Property as may reasonably be necessary to
gain access to the Easement Areas to perform such maintenance tasks. In such case, the City shall
send an invoice of its reasonable maintenance costs to the Developer or its successors or assigns,
which shall include all reasonable staff time, engineering and legal and other reasonable costs and
expenses incurred by the City. If the Developer or its successors or assigns fails to reimburse the
City for its costs and expenses in maintaining the Stormwater Improvements within 30 days of
receipt of an invoice for such costs, the City shall have the right to assess the full cost thereof
against the Property. The Developer, on behalf of itself and its successors and assigns,
acknowledges that the maintenance work performed by the City regarding the Stormwater
Improvements benefits the Property in an amount which exceeds the assessment and hereby waives
any right to hearing or notice and the right to appeal the assessments otherwise provided by
Minnesota Statutes, Chapter 429. Notwithstanding the foregoing, in the event of an emergency,
as determined by the city engineer, the 30-day notice requirement to the Developer for failure to
perform maintenance tasks shall be and hereby is waived in its entirety by the Developer, and the
Developer shall reimburse the City and be subject to assessment for any expense so incurred by
the City in the same manner as if written notice as described above has been given.
3. Hold Harmless. The Developer hereby agrees to indemnify and hold harmless the
City and its agents and employees against any and all claims, demands, losses, damages, and
expenses (including reasonable attorneys’ fees) arising out of or resulting from the Developer’s,
or the Developer’s agents’ or employees’ negligent or intentional acts, or any violation of any
safety law, regulation or code in the performance of this Agreement, without regard to any
inspection or review made or not made by the City, its agents or employees or failure by the City,
its agents or employees to take any other prudent precautions, except to the extent of intentional
or grossly negligent acts of the City, its employees, agents and representatives. In the event the
City, upon the failure of the Developer to comply with any conditions of this Agreement, performs
said conditions pursuant to its authority in this Agreement, the Developer shall indemnify and hold
C-3
ME230-794-847479.v4
harmless the City, its employees, agents and representatives for its own negligent acts in the
performance of the Developer’s required work under this Agreement, but this indemnification shall
not extend to intentional or grossly negligent acts of the City, its employees, agents and
representatives.
4. Costs of Enforcement. The Developer agrees to reimburse the City for all
reasonable costs prudently incurred by the City in the enforcement of this Agreement, or any
portion thereof, including court costs and reasonable attorneys’ fees after providing written notice
to Developer and a reasonable opportunity to cure.
5. Rights Not Exclusive. No right of the City under this Agreement shall be deemed
to be exclusive and the City shall retain all rights and powers it may have under Minnesota Statutes,
sections 444.16 to 444.21 to acquire, construct, reconstruct, extend, maintain and otherwise
improve the Stormwater Improvements.
6. Notice. All notices required under this Agreement shall either be personally
delivered or be sent by United States certified or registered mail, postage prepaid, and addressed
as follows:
a) as to Developer: Onyx Performance Investments, LLC
1585 Medina Rd.
Medina, MN 55356
Attention: Harry Schleeter
b) as to City: City of Medina
2052 County Road 24
Medina, MN 55340
Attention: City Administrator
With a copy to: David T. Anderson
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
or at such other address as either party may from time to time notify the other in writing in
accordance with this paragraph.
7. Successors and Assigns; City Policy. All duties and obligations of Developer under
this Agreement shall also be duties and obligations of Developer’s successors and assigns. The
terms and conditions of this Agreement shall run with the Property. Notwithstanding the
foregoing, upon the recordation of a declaration in a form satisfactory to the City which requires
either an HOA or the individual owners of the lots that make up the Property to collectively
perform the obligations and responsibilities of the Developer under this Agreement, said party or
parties, as the case may be, shall be bound by all terms and conditions of this Agreement as if it
were the original signatory hereto and the Developer, its successors and assigns, shall be released
C-4
ME230-794-847479.v4
from all personal liability under this Agreement but the Property shall remain subject to the terms
and conditions of this Agreement. Notwithstanding the City’s longstanding policy and practice of
requiring that stormwater facilities, including the Stormwater Improvements, be privately inspected
and maintained by the respective property owners and/or owners’ associations served by them,
nothing contained in this Agreement shall be interpreted to prohibit or in any way limit the City from
amending that policy and practice, via ordinance or otherwise, and taking over such inspection and
maintenance responsibilities, if deemed necessary by the City in its sole discretion and irrespective of
the Developer’s, the HOA’s, or the individual lot owners’ compliance with the provisions contained
herein.
8. Effective Date. This Agreement shall be binding and effective as of the date first
written above.
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on
the day and year first above written.
CITY OF MEDINA
By: __________________________________
Kathleen Martin, Mayor
By: __________________________________
Scott T. Johnson, City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, the mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the municipal corporation.
____________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, the city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the municipal corporation.
____________________________________
Notary Public
C-5
ME230-794-847479.v4
ONYX PERFORMANCE INVESTMENTS, LLC
By:
Its:
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me on ________________ 2023, by
Harry Schleeter, the chief manager, of Onyx Performance Investments, LLC, a Minnesota limited
liability company, on behalf of the company.
____________________________________
Notary Public
This document drafted by:
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
C-A-1
ME230-794-847479.v4
EXHIBIT A TO
STORMWATER MAINTENANCE AGREEMENT
Legal Description of the Property
The land to which this Stormwater Maintenance Agreement applies is legally described as follows:
Lots 1 through 4, Block 1, and
Outlot A, all in Pioneer Highlands, Hennepin County, Minnesota.
C-B-1
ME230-794-847479.v4
EXHIBIT B TO
STORMWATER MAINTENANCE AGREEMENT
Depiction of Location of Stormwater Improvements
[to be inserted]
C-C-1
ME230-794-847479.v4
EXHIBIT C TO
STORMWATER MAINTENANCE AGREEMENT
Inspection and Maintenance Schedule
[to be inserted]
ME230-794-847479.v4 D-1
EXHIBIT D TO
DEVELOPMENT AGREEMENT
FORM OF
UPLAND BUFFER EASEMENT AGREEMENT
This Upland Buffer Easement Agreement (the “Agreement”) is made this __ day of
____________, 2023 by and between the city of Medina, a Minnesota municipal corporation (the
“City”), and Onyx Performance Investments, LLC, a Minnesota limited liability company (the
“Grantor”).
RECITALS
A. Grantor is the fee owner of property located in Hennepin County, Minnesota, legally
described in Exhibit A attached hereto (the “Property”); and
B. Grantor and the City have entered into a separate development agreement (the
“Development Agreement”) regarding the development of the Property.
C. The City has granted approval of the plat of Pioneer Highlands concerning the Property
(the “City Approval”), under the terms of which the Grantor is required to establish upland
buffers adjacent to wetlands and within required stormwater vegetative areas on portions
of the Property consistent with City regulations, the location of which is legally described
in Exhibit B attached hereto and depicted on Exhibit C attached hereto (the “Easement
Area”).
D. In accordance with the Development Agreement, the City Approval and the City’s
ordinances, the City has requested that Grantor grant to the City a conservation easement
(the “Easement”) over the Easement Area.
E. Grantor is willing to grant the Easement and to fulfill the other terms of this Agreement.
PROVISIONS
In consideration of the mutual promises of the parties contained herein, the parties agree
as follows:
1. Grantor hereby grants and conveys to the City and its successors and assigns, an Easement
in, under, on, over and across the Easement Area, and the City hereby accepts such grant.
The duration of this easement is perpetual, subject to Minnesota law governing granting of
easements to governmental bodies, and shall bind and inure to the benefit of the parties,
their successors and assigns.
2. The following terms and conditions shall apply to the Easement Area:
a. The Easement Area shall be planted with native grasses and other vegetation
consistent with the Plans, as that term is defined in the Development Agreement,
ME230-794-847479.v4 D-2
and thereafter be preserved predominantly in its natural condition, except to the
extent set forth below. No use shall be made of the Easement Area except uses, if
any, which would not change or alter the condition of the Easement Area or its
drainage, water conservation, erosion control, soil conservation, or fish and wildlife
habitat and characteristics.
b. No structures, hardcover or other improvements shall be constructed, erected, or
placed upon, above, or beneath the Easement Area, with the exception of a
boardwalk or dock not to exceed four feet in width to allow reasonable access to
and across the wetland.
c. No trees, shrubs or other vegetation shall be destroyed, cut or removed from the
Easement Area except as is necessary to remove storm damage, diseased or non-
native vegetation or as authorized by the prior written consent of the City consistent
with the city code. A path no more than four feet in width may be mowed to allow
reasonable access to the wetland.
d. No earth, peat, gravel or soil, sand or any other natural material or substance shall
be moved or removed from the Easement Area and there shall be no dredging or
excavation of any nature whatsoever or any change of the topography of the
Easement Area without the prior written consent of the City.
e. No soil, sand, gravel or other substance or material as landfill shall be placed,
dumped or stored upon the Easement Area, and no waste, trash, yard waste, manure
or other materials shall be placed, dumped or stored upon the Easement Area
without the prior written consent of the City.
3. Grantor represents that Grantor owns the Easement Area in fee simple, subject only to the
encumbrances of record.
4. The Grantor conveys to the City and its successors and assigns, the following rights:
a. The City may enter upon the Easement Area, and any portion of the Property
reasonably required to gain access to said Easement Area, for the purposes of
inspection and enforcement of the covenants contained herein and to cause to be
removed from the Easement Area without any liability any structures, uses,
materials, substances, or unnatural matter inconsistent with the covenants contained
herein and the natural state of the Easement Area. If there is a violation of the
covenants contained herein, the City shall provide notice and an order for corrective
action consistent with City regulations. If the Grantor does not take the required
corrective action, the City may enter the Property in order to perform the action. In
such case, the City shall send an invoice of its reasonable maintenance costs to the
Grantor, which shall include all reasonable staff time, engineering and legal and
other reasonable costs and expenses incurred by the City. If the Grantor fails to
reimburse the City for its costs and expenses within 45 days of receipt of an invoice
for such costs, the City shall have the right to assess the full cost thereof against the
Property. The Grantor, on behalf of itself and its successors and assigns,
ME230-794-847479.v4 D-3
acknowledges that any such corrective work performed by the City benefits the
Property in an amount which exceeds the assessment and hereby waives any right
to hearing or notice and the right to appeal the assessments otherwise provided by
Minnesota Statutes, Chapter 429.
b. The City may also bring an action in any court of competent jurisdiction against the
Grantor to enforce the terms of this Agreement; to require restoration of the
Easement Area to its planted or more natural condition; to enjoin such non-
compliance by temporary or permanent injunction and to recover any damages
arising from such non-compliance. If a court determines that the Grantor has failed
to comply with this Agreement, Grantor or Grantor’s successors or assigns shall
reimburse the City for any reasonable costs of enforcement, including costs of
restoration, court costs and reasonable attorneys’ fees, in addition to any other
payments ordered by the court.
5. Grantor hereby grants and conveys to the City a perpetual flowage easement and right and
privilege to trespass with water over and upon any or all of the Easement Area.
6. Grantor retains all responsibilities and shall bear all costs and liabilities of any kind related
to ownership, operation and maintenance of the Property and the Easement Area.
7. Grantor agrees to indemnify, defend and hold harmless the City, its officials, employees
and agents, against any and all loss, costs, damage and expense, including reasonable
attorneys’ fees and costs that the City incurs because of the breach of any of the above
covenants and/or resulting from or due to Grantor’s intentional misrepresentation of any
material fact contained therein. The Grantor and the City agree that each shall be
responsible for their own acts and the results of such acts and shall not be responsible for
the act of the other party and the results of such acts.
8. This Agreement may be amended only by mutual written agreement of the parties.
9. Nothing herein shall give the general public a right of access to the Property.
10. Grantor’s obligations under this Agreement run with the Property and shall be binding on
the Developer’s successors and assigns. Grantor’s personal obligations under this
Agreement terminate upon transfer or termination of its interest in the Property, provided
that any liability for acts or omissions occurring prior to the transfer or termination shall
survive that transfer or termination. Nothing in this Paragraph 10 is deemed to alter or
amend the remaining terms of the Agreement in the event of a transfer of the Grantor’s
interest.
11. Any notice required in this Agreement shall be delivered personally or sent by U.S.
certified mail, return receipt requested:
ME230-794-847479.v4 D-4
a) as to Developer: Onyx Performance Investments, LLC
1585 Medina Rd.
Medina, MN 55356
Attention: Harry Schleeter
b) as to City: City of Medina
2052 County Road 24
Medina, MN 55340
Attention: City Administrator
With a copy to: David T. Anderson
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
or at such other address as either party may from time to time notify the other in writing in
accordance with this paragraph.
************************
ME230-794-847479.v4 D-5
IN WITNESS WHEREOF, the parties to this Upland Buffer Easement Agreement have
caused these presents to be executed as of the day and year aforesaid.
ONYX PERFORMANCE INVESTMENTS, LLC
By:
Its:
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me on ________________ 2023, by
Harry Schleeter, the chief manager, of Onyx Performance Investments, LLC, a Minnesota limited
liability company, on behalf of the company.
____________________________________
Notary Public
ME230-794-847479.v4 D-6
CITY OF MEDINA
By: __________________________________
Kathleen Martin, Mayor
By: __________________________________
Scott T. Johnson, City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Kathleen Martin, the mayor of the city of Medina, a Minnesota municipal corporation, on behalf
of the municipal corporation.
____________________________________
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ___ day of __________, 2023,
by Scott T. Johnson, the city administrator of the city of Medina, a Minnesota municipal corporation,
on behalf of the municipal corporation.
____________________________________
Notary Public
This document drafted by:
Kennedy & Graven, Chartered
700 Fifth Street Towers
150 South Fifth Street
Minneapolis, MN 55402
(612) 337-9300
ME230-794-847479.v4 D-A-1
EXHIBIT A TO
UPLAND BUFFER EASEMENT AGREEMENT
Legal Description of the Property
The land to which this Agreement applies is legally described as follows:
Lots 1 through 4, Block 1, and
Outlot A, all in Pioneer Highlands, Hennepin County, Minnesota.
ME230-794-847479.v4 D-B-1
EXHIBIT B TO
UPLAND BUFFER EASEMENT AGREEMENT
Legal Description of the Wetland Buffers
[to be inserted]
ME230-794-847479.v4 D-C-1
EXHIBIT C TO
UPLAND BUFFER EASEMENT AGREEMENT
Depiction of the Wetland Buffers
[to be inserted]
ME230-794-847479.v4 E-1
EXHIBIT E
TO DEVELOPMENT AGREEMENT
Subdivision Improvement Cost Estimate
Planning Department Update Page 1 of 2 March 7, 2023
City Council Meeting
TO: Mayor Martin and Members of the City Council
FROM: Dusty Finke, Planning Director
DATE: March 2, 2023
MEETING: March 7, 2023 City Council
SUBJECT: Planning Department Updates
Land Use Application Review
A) Pioneer Highlands Final Plat – Onyx Investments has requested final plat approval of a four-lot
rural subdivision located south of Pioneer, east of Willow Drive. Staff intended to present to City
Council on January 17, 2023, but the applicant has requested delay. Staff will present to Council
at the March 7 meeting.
B) Meander Park and Boardwalk – Meander Rd, east of Arrowhead Dr – Medina Ventures had
requested PUD General Plan and Preliminary Plat approval for a development to include four
residential units north of Meander Rd, and commercial uses south of Meander Rd including a
venue, restaurant, daycare, and speculative retail space. The City Council granted PUD general
plan and preliminary plat approval on January 17. The applicant has now requested final plat
approval. Staff is conducting preliminary review and will present to Council when complete,
potentially at the March 21 meeting.
C) Cates Industrial Park – Comprehensive Plan Amendment– Oppidan has submitted preliminary
plat and site plan review for a 310,000 square foot warehouse/office development east of Willow
Drive, north of Chippewa Road. Staff is conducting preliminary review and will schedule for a
public hearing when complete, potentially at the March 14 Planning Commission meeting.
D) Loram/Scannell Medina Industrial – Loram and Scannell have submitted materials for the City
to prepare an EAW for a warehouse/industrial development east of Arrowhead Drive, south of
Highway 55, to the south of Loram’s existing facility. The council granted approval of the
preliminary plat and site plan review at the February 7 meeting. Final plat review is underway.
E) 1225 Maplewood Concept Plan – John and Lisa James have requested review of a concept plan
review for a three-lot subdivision. Staff is conducting preliminary review and will schedule for a
public hearing when complete, potentially at the April 11 Planning Commission meeting.
F) 562 Hwy 55 lot combination – Arul Jothi Ramalingam has requested to combine property at 562
Hwy 55 with an adjacent separate 16.5’ wide strip of property they own to the east. Council
approved the combination on February 17 and it has been submitted to Hennepin County. The
project will be closed.
G) BAPS Site Plan Review – 1400 Hamel Road – BAPS Minneapolis Medina has requested an
amendment to their approved site plan review. The applicant has submitted updated architectural
information based on the City’s updated regulations pertaining to architectural elements. The
applicant has also proposed minor adjustments to the site layout previously approved. The
Council reviewed at the November 9 meeting and recommended approval. The Council
approved the amended Site Plan Review at the December 6 meeting. The applicant has indicated
that they intend to start construction during the spring of 2023.
H) 500 Hamel Road Apartment Concept Plan – Medina Apartments LLC has requested review of a
concept plan review for development of a 97-unit apartment building at 500 Hamel Rd. The
Planning Commission held a public hearing at their August 10 meeting and Council provided
MEMORANDUM
Planning Department Update Page 2 of 2 March 7, 2023
City Council Meeting
comments on August 16. The developer met with neighbors on September 12 and the parties
have indicated that they will meet again to discuss the project.
I) Hamel Townhomes Final Plat – 342 Hamel Rd – Hamel Townhomes, LLC has requested final
plat approval for a 30-unit townhome development. The Council granted final plat approval on
August 16. Staff will work with the applicant to finalize documents prior to beginning of
construction.
J) Ditter Heating and Cooling Site Plan Review – 820 Tower Drive – Ditter Heating and Cooling
has requested a Site Plan Review for an approximately 5,000 square foot addition to its building.
The application is incomplete for review and will be scheduled for a hearing when complete.
K) Pioneer Trail Preserve – This project has been preliminarily approved and the City is awaiting
final plat application.
Other Projects
A) Bamboo Early Childhood – the applicant has requested Administrative Site Plan Review
approval to convert existing home at 562 Highway 55 into a daycare facility. The property is
zoned Commercial-Highway and review is underway.
B) Permit software implementation – staff continues to work with OpenGov to set up the system.
C) Hackamore Road – staff has prepared agreements for acquisition of easements on 5 of the 6
properties necessary for the project, which will be presented for Council approval on March 7.
The City Engineer is also requesting approval of plans/specs and authorization to bid the project
at the March 7 meeting.
D) Chili Cookoff – Staff held a chili cook-off on February 28 and Planning Director Finke
delivered a remarkable 4th consecutive last-place finish. Former Assistant City Administrator
Jodi Gallup was invited to defend her title and took a dramatic one-vote victory over Jack
Gleason.
TO: Honorable Mayor and City Council
FROM: Jason Nelson, Director of Public Safety
DATE: March 2, 2023
RE: Department Updates
On February 28, 2023, Officer Hall and Investigator Scharf set up a recruiting booth at Minnesota
State Mankato’s Job Fair. This is the second job fair we have attended this year in an attempt to get
our name in front of potential candidates and to learn more about what others are trying to do to recruit
and retain in law enforcement.
Officers responded to a critical incident on County Road 101 near the intersection with Hackamore
Road. The call where parents were self-transporting their child to a hospital for breathing issues that
turned worse when their child stopped breathing and began to turn blue. Hamel Fire was first on scene
followed by Sergeant Boecker. CPR was initiated and continued until the child was taken from the
scene to the hospital. Upon arrival at the hospital the child was pronounced deceased. Investigator
Scharf was called to investigate. Initial results indicate that the child passed away from medical
complications. As you can imagine these types of calls are emotional especially when children are
involved. Officers, firefighters, EMS personal, and dispatchers all play an important role in trying to
help others. A critical incident stress debrief has been set up by CISM. The Critical Incident Stress
Debriefings are a confidential way for individuals to discuss the incident as it relates to their thoughts,
perceptions, and feelings, in order to reduce stress. They normally take place 24-72 hours after the
incident and consist of peers and mental health professionals specially trained by the Metro CISM
Team.
I have been working with our Records Management Solution (RMS) consortium to come up with a
solution to secure our records management data. As I had reported to council, we are nearing the end
of life with our current solution (LETG) and some major concerns have come up with not only
accessing our data but the possibility of losing it. These issues were brought to the forefront when
between Christmas and New Year’s we had a six-day outage. We were advised by those that looked
into the issues that there are grave concerns with all of our data being lost. We were also advised that
it is not a matter of if this will happen again but a matter of when. I will bring more to the council on
this as things firm up. Right now, we are currently working with our 15-city consortium to create a
JPA. South Lake Minnetonka Police Department has agreed to not only be the fiscal agent but to also
host the hardware needed to move our data to our local control. As the agreement gets crafted, I will
forward this to the City Attorney for review and work with Finance Director Barnhart on the budget
impacts as this is something that was not accounted for in my budget. Initial cost impacts appear to be
minimal for this year. This is an item that is and has been in the CIP for the past several years.
Patrol:
The following are updates of Patrol Officers between February 14, 2023 and February 28, 2023:
Citations – 19 Warnings – 86 PD Accidents – 6
PI Accidents – 0 Medicals – 9 Falls – 7
Suspicious Calls – 5 Traffic Complaints – 2 Other Agency Assists – 9
Business/Residential Alarms - 6 Welfare Checks - 3
On 02/14/2023 at 1126 hours officer responded to Choo Choo Bar and Restaurant in Loretto to take a
burglary report. Owner reported the damage was believed to have occurred either on 02/12 or 02/13
when someone was able to gain access to the business and attempted to gain entry into the ATM.
Access was not obtained to the ATM and only caused some damage to the door.
On 02/15/2023 at 1517 hours officers were dispatched to a report of an employee unconscious at 279
Medina Street in Loretto. Upon arrival by Loretto Fire and officers found an employee without a
pulse and CPR was immediately started. Lifesaving measures were continued as North Ambulance
arrived on scene. After exhausting all efforts, the employee was declared deceased. The Hennepin
County Medical Examiner responded and will determine the cause of death.
On 02/15/2023 Officers were dispatched to a welfare check at 4125 Apache Drive. A female called
reporting she had not heard from her sister who lives at that address. Upon arrival, officers were able
to make contact with the female who said her phone broke. She was advised to contact her sister when
able. Officers let the sister know she was ok.
On 02/17/2023 at approximately 2122 hours officer on routine patrol ran a registration check on a
vehicle in the area of Holiday on Clydesdale Trial and received a hit that the registered owner had an
unconfirmed warrant for her arrest. Officers eventually made contact with the female and confirmed
she did have an active warrant for uninsured vehicle. She was arrested and transported to Hennepin
County Jail.
On 02/17/2023 at 2207 hours officer on routine patrol observed a vehicle on County Road 101 driving
at an excessive speed. Radar indicated the vehicle driving 80/50 zone. The vehicle was stopped and
driver issued an excessive speed citation.
On 02/18/2023 at 2245 hours officer was requested to assist West Hennepin Public Safety at Monies
Bar in Maple Plain. Officer was on scene of traffic stop in the parking lot of the bar when he
witnessed another vehicle strike a parked vehicle. Medina Officer responded and arrested that driver
for DWI. He was booked and released at the Medina Police Department.
On 02/22/2023 at 1253 hours officer responded to Detour 19 Bar to take an attempted burglary report.
Owner reported someone had attempted to break into a service door but was unsuccessful.
On 02/24/2023 at 0810 hours officers responded to the 2900 block of Willowwood Farm Road on a
report of a person having a mental health issue. Upon arrival officers learned a male at the address
was breaking things in the home and had not been taking his prescribed medications. Officers spoke
with all parties involved and they agreed to keep separate for the rest of the evening. Case forwarded
to the embedded social worker for follow up.
On 04/24/2023 at 1143 hours Medina Officers responded to assist West Hennepin Public Safety with a
stolen vehicle that was eastbound on Highway 12. Officers had been notified by automated license
plate reader that was monitoring Highway 12. Officers waited until the stolen vehicle was east of
Baker Park Road. Officers ahead of the vehicle stopped traffic which caused the stolen vehicle to
stop. The stolen vehicle attempted to flee along the shoulder but got stuck in the snow. The lone
occupant was taken into custody with no further incident.
On 02/24/2023 at 0229 hours officer was called to a welfare check of an individual in the garage of a
residence in the 3400 block of Hunter Drive. Resident was alerted to his garage by his dog barking
and found an unknown male laying down in the garage. The male was found to be extremely
intoxicated and had left an area bar on foot and was trying to walk home. The male was taken into
custody and transported to a Hennepin County Detox facility.
On 02/25/2023 at 1929 hours officers were dispatched to a report of a 3-year-old in cardiac arrest in
the area of County Road 101 and Primrose Lane. Upon arrival first responders found a 3-year-old girl
pulseless. CPR was immediately started and continued when North Ambulance arrived. The child
was transported to the hospital but was unable to be revived and was declared deceased at the hospital.
On 02/27/2023 Officer responded to take a theft report of a resident at Okalee of Medina. Officer
learned that a resident was missing more than $12,000 of jewelry from their residence. The case has
been forwarded to Investigations for follow-up.
Investigations:
Received multiple reports of attempted burglaries in the City of Loretto at restaurants/businesses over
the course of the last month. Two suspects are identified, and the investigation is ongoing.
Responded (on-call) to assist with the investigation of a three-year-old that passed away. No foul play
expected at this time.
Received a theft from an assisted living home, investigation ongoing.
With regards to a fraud report from the middle of January in which the victim’s checks were stolen,
washed, and used at multiple online locations. The suspect has been identified.
There are currently 15 cases assigned to investigations.
1
TO: Medina Mayor and Members of the City Council
FROM: Lisa DeMars, through Public Works Director Steve Scherer
DATE: March 1, 2023
MEETING: March 7, 2023
SUBJECT: Public Works Update
STREETS
• Last weeks snowstorm packed a powerful punch and Public Works did a terrific job
planning for and dealing with the challenge.
• The feasibility report and JPA is in your packet for Townline Road South.
• Spring road restrictions are right around the corner, we’re reviewing maps to
document necessary updates.
• Staff has met with Corcoran on the Hackamore Road street improvement project and
will begin moving forward at the March 7th meeting.
WATER/SEWER/STORMWATER
• The media disposal test results for radium and arsenic levels returned relatively low
radium levels so we will be able to safely recycle the spoils in a street project instead
of shipping to a disposal site. I expect this to result in a sizable savings for the
project. The project is moving along slowly nonetheless we should have the first
filter back online early next week.
• Staff continues to work on a recommendation for the sewer connections to
Independence.
PARKS/TRAILS
• A contract for garden maintenance work is in your packet.
• The park signs to direct ballfield spectators to the overflow parking available off Mill
Street are here and will be installed at Legion Park first thing this spring.
MISC
• Lisa attended PWE Hazardous Waste Generator Compliance Training and will
evaluate our processes to ensure they remain compliant with Hennepin County and
Minnesota Pollution Control Agency mandates.
• Parking lot lights have been serviced and/or repaired at POLICE/PW and City Hall.
• Clean-up day is on the schedule for Saturday April 29. Lisa is coordinating services
for the event; the fee schedule is in your packet.
MEMORANDUM
ORDER CHECKS FEBRUARY 21, 2023 – MARCH 7, 2023
054035 ASPEN MILLS INC .................................................................... $461.67
054036 CHARLES CUDD CO, LLC ................................................... $50,000.00
054037 EHLERS & ASSOC INC. ......................................................... $2,500.00
054038 ODP BUSINESS SOLUTION LLC .................................................. $6.39
054039 SHANK CONSTRUCTORS INC.......................................... $400,814.50 REPLACES CK #54024
054040 LEAVE YOUR MARK INC .......................................................... $475.00
054041 CITY OF MAPLE PLAIN ..................................................... $172,500.00
054042 MN BOARD WATER/SOIL RESOURCES ........................... $116,079.00
054043 CHARLES CUDD CO, LLC ................................................... $10,000.00
054044 ELAM, TIMOTHY OR MEGAN ................................................ $1,000.00
054045 EVS-ENG ............................................................................... $9,999.50
054046 HAMEL VOLUNTEER FIRE DEPT ............................................ $100.00
054047 MEDINA PROPERTIES INC. .................................................. $1,000.00
054048 MOUA, THOMAS ....................................................................... $250.00
054049 ASPEN MILLS INC ................................................................. $2,358.53
054050 BEAUDRY OIL & PROPANE .................................................. $1,511.64
054051 BEAUPRE, TIMOTHY & AVE MARIA ..................................... $5,018.75
054052 CONTEMPORARY IMAGES ...................................................... $174.41
054053 DENNY, HARRY & ANGELA ................................................ $18,346.25
054054 ECM PUBLISHERS INC ............................................................ $460.60
054055 FINANCE AND COMMERCE ..................................................... $200.86
054056 HAWKINS INC. ............................................................................ $40.00
054057 HENNEPIN COUNTY ........................................................... $33,784.88
054058 HENNEPIN COUNTY TREASURER ............................................ $25.00
054059 NANCY JEAN & ROGER MILLER ........................................ $17,339.90
054060 KILLMER ELECTRIC ............................................................ $12,297.50
054061 LANO EQUIPMENT INC .............................................................. $72.00
054062 LAW ENFORCEMENT LABOR .................................................. $607.50
054063 LINDELL, RYAN & APRIL ....................................................... $6,000.00
054064 CITY OF MAPLE PLAIN ....................................................... $15,750.00
054065 MEDTOX LABS ........................................................................... $50.00
054066 MN DEPT OF PUBLIC SAFETY ................................................ $300.00
054067 MN SAFETY COUNCIL INC ...................................................... $689.72
054068 NAPA OF CORCORAN INC ........................................................ $89.37
054069 NUSS EQUIPMENT GROUP LLC ............................................. $224.16
054070 ODP BUSINESS SOLUTION LLC .............................................. $514.70
054071 PREMIUM WATERS INC ............................................................. $25.49
054072 ROLF ERICKSON ENTERPRISES INC .................................. $9,120.82
054073 SOLUTION BUILDERS INC .................................................... $8,616.16
054074 SORENSEN CONSULTING .................................................... $1,650.00
054075 STANDARD INSURANCE COMPANY .................................... $1,147.10
054076 STREICHER'S ........................................................................... $110.01
054077 TEGRETE CORP .................................................................... $1,355.00
054078 WRIGHT COUNTY .................................................................... $250.00
054079 TIMESAVER OFFSITE .............................................................. $199.50
054080 SSI MN TRANCHE 1 #10322006 ............................................ $1,806.01
054081 SSI MN TRANCHE 3 #10327096 ............................................ $1,951.42
054082 WESTSIDE WHOLESALE TIRE ................................................ $358.68
Total Checks $907,632.02
ELECTRONIC PAYMENTS FEBRUARY 21, 2023 – MARCH 7, 2023
006735E CIRCLE K FLEET ........................................................................ $39.86
006736E MINNESOTA, STATE OF ....................................................... $1,358.38
006737E ELAN FINANCIAL SERVICE .................................................. $8,976.64
006738E FURTHER ................................................................................... $35.00
006739E PR PERA .............................................................................. $21,981.91
006740E PR FED/FICA ....................................................................... $21,386.25
006741E PR STATE OF MINNESOTA .................................................. $4,804.17
006742E CITY OF MEDINA ........................................................................ $24.00
006743E FURTHER .............................................................................. $2,177.39
006744E MN CHILD SUPPORT PAYMENT ............................................. $724.20
006745E PR MN Deferred Comp ........................................................... $3,357.00
006746E CENTERPOINT ENERGY ...................................................... $7,567.96
006747E DELTA DENTAL ..................................................................... $2,840.38
006748E FARMERS STATE BANK OF HAMEL ....................................... $150.00
006749E FP MAILING SOL POSTAGE BY PHON ................................. $1,000.00
006750E GREAT AMERICA FINANCIAL SERVI ...................................... $178.95
006751E MARCO (LEASE) ....................................................................... $795.61
006752E WRIGHT HENN COOP ELEC ASSN ...................................... $2,665.05
Total Electronic Checks $80,062.75
PAYROLL DIRECT DEPOSIT MARCH 1, 2023
0512537 MILINKOVICH, JACOB .............................................................. $885.50
0512538 WIESE, TANNER L .................................................................... $892.82
0512539 ALBERS, TODD M. .................................................................... $230.87
0512540 ALTENDORF, JENNIFER L. ................................................... $1,171.01
0512541 BARNHART, ERIN A. ............................................................. $2,882.60
0512542 BOECKER, KEVIN D. ............................................................. $3,122.06
0512543 CAVANAUGH, JOSEPH ............................................................ $230.87
0512544 CONVERSE, KEITH A. ........................................................... $2,718.27
0512545 DEMARS, LISA ....................................................................... $1,714.86
0512546 DESLAURIERS, DEAN .............................................................. $230.87
0512547 DION, DEBRA A. .................................................................... $2,198.98
0512548 ENDE, JOSEPH...................................................................... $2,708.46
0512549 FINKE, DUSTIN D. ................................................................. $3,122.31
0512550 GLEASON, JOHN M. .............................................................. $2,072.18
0512551 GREGORY, THOMAS ............................................................ $2,485.19
0512552 HALL, DAVID M. ..................................................................... $2,584.37
0512553 HANSON, JUSTIN .................................................................. $2,873.61
0512554 JACOBSON, NICOLE ................................................................ $925.54
0512555 JOHNSON, SCOTT T. ............................................................ $3,022.87
0512556 KLAERS, ANNE M. ................................................................. $1,750.78
0512557 LEUER, GREGORY J. ............................................................ $2,532.45
0512558 MARTIN, KATHLEEN M ............................................................ $327.07
0512559 MCGILL, CHRISTOPHER R. .................................................. $2,558.13
0512560 MCKINLEY, JOSHUA D .......................................................... $2,419.20
0512561 MYHRE, JORDAN J ............................................................... $2,469.63
0512562 NELSON, JASON ................................................................... $3,044.15
0512563 RATKE, TREVOR J ................................................................ $2,008.49
0512564 REID, ROBIN ............................................................................. $230.87
0512565 REINKING, DEREK M ............................................................ $2,452.25
0512566 RUCKE, MARIA ...................................................................... $1,866.70
0512567 SCHARF, ANDREW ............................................................... $1,872.75
0512568 SCHERER, STEVEN T. .......................................................... $2,730.26
0512569 VINCK, JOHN J ...................................................................... $2,379.79
0512570 VOGEL, NICHOLE .................................................................. $1,077.11
0512571 WALKER, CAITLYN M. ........................................................... $2,056.30
0512572 BURSCH, JEFFREY ............................................................... $1,482.31
Total Payroll Direct Deposit $69,331.48