HomeMy WebLinkAbout08-08-231685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
Andover Planning and Zoning Commission
Meeting Agenda
August 8, 2023
Andover City Hall
Council Chambers
7:00 p.m.
1. Call to Order
2. Pledge of Allegiance
3. Approval of Minutes — July 25, 2023 Regular Meeting
4. Public Hearine: Interim Use Permit (NP) Amendment - 13655 Round Lake Boulevard;
PIDs 34-32-24-42-0009 and 33-32-24-42-0007 — Grace Lutheran Church of Anoka
(Applicant)
5. Public HearinE: Consider a Preliminary Plat for the third phase of the Petersen Farms
development which will be known as Legacy at Petersen Farms. (Applicant — JD Andover
Holdings).
6. Other Business
7. Adjournment
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Planning and Zoning Commissioners
FROM: Jake Griffiths, Associate Planner
SUBJECT: Approval of Minutes
DATE: August 8, 2023
ACTION REQUESTED
The Planning & Zoning Commission is requested to approve the July 25, 2023 regular meeting
minutes.
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PLANNING AND ZONING COMMISSIONMEETING — JULY 25, 2023
The Regular Bi -Monthly Meeting of the Andover Planning and Zoning Commission was
called to order by Chairperson Karen Godfrey on July 25, 2023, 7:00 p.m., at the Andover
City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota.
Commissioners present: Scott Hudson, Bert Koehler IV, Nick Loehlein, Jonathan
Shafto, Patrick Schuman, Jr., and Ryan Winge
Commissioners absent: None
Also present: Community Development Director Joe Janish
Planning Intern Aidan Breen
Others
PLEDGE OFALLEGIANCE
APPROVAL OFMINUTES
April 25, 2023 Regular Meeting Minutes
Motion by Commissioner Koehler, seconded by Commissioner Loehlein, to approve the
minutes as presented. Motion carried on a 6 -ayes, 0 -nays, 1 -present (Winge), 0 -absent
vote.
PUBLIC HEARING. Interim Use Permit (IUP) Amendment —16045 Nightingale St
NW; PID# 15-32-24-42-0006—Andover Christian Church (Applicants)
The Planning & Zoning Commission is requested to hold a public hearing and provide a
recommendation to the City Council regarding the NP Amendment request. Planning
Intern Breen gave a presentation on the proposed amendment to the Commission. The
applicant, Andover Christian Church is requesting an extension of the IUP up to 18 months
on the use of subordinate classrooms, ending on February 28, 2025. The existing IUP
expires on August 31, 2023. Mr. Breen gave an overview of the site location, the location
of the subordinate classrooms, and the phases of reconstruction.
Commissioner Koehler asked about the timeline and dates of the construction itself. Mr.
Breen stated that the application noted that the timeline was flexible.
Regular Andover Planning and Zoning Commission Meeting
Minutes — July 25, 2023
Page 2
1 Motion: Chair Godfrey assumed a motion to open the Public Hearing at 7:06 p.m. Motion
2 carries by unanimous consent.
4 Bill Barber, 10806 Mississippi Drive N, member of the building committee for Andover
5 Christian Church, came forward and stated the building committee has drawings and a
6 price that have been put together by an architect and their contractor. The intent is to begin
7 work on phases 1 and 2 immediately. Mr. Barber stated that they have received good
8 commitments from the congregation for financial support.
10 Commissioner Koehler asked Mr. Barber how long it will be before they can break ground
11 and start the phases. Mr. Barber stated that as soon as they get the final numbers from the
12 contractor and architect, they can begin. Hopefully the plans will be finalized by this week.
13 Their hope is to submit the plans to the City for review and be underway by the end of
14 August. Commissioner Koehler also asked how long the construction process will take.
15 Mr. Barber stated that it is estimated to take around 3 months to complete.
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17 Commissioner Loehlein asked Mr. Barber based on the objective criteria that they must
18 judge this request by, when last discussed 5 years ago, what level of confidence does he
19 have that the Church will get the work done and not come back to ask for another extension.
20 Mr. Barber stated that their intent and the way things are looking, he does not see any
21 reason why they will not be able to get this done in the 18 -month timeframe.
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23 Commissioner Schuman stated that he is not familiar with the Church layout and asked
24 what is currently in the yellow space that would prevent it from being used for a youth area
25 if needed. Mr. Barber stated that the current nursery, choir room, and children's classrooms
26 are in the yellow space. Commissioner Shuman also asked what happens in the interim,
27 particularly with the current space that has the IUP, will that continue to be used for the
28 youth program during the remodel or will there be a shift in how that space is being used.
29 Mr. Barber stated that the current structure will still be used for the youth, and the
30 contractor will begin working on the nursery area so that the children can get moved over,
31 then the youth can get moved over into the new structure afterward.
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33 Commissioner Hudson stated that Mr. Barber has answered his previous questions and
34 applauded him for the steps that have been made to be prepared and have a good plan.
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36 Motion: Chair Godfrey assumed a motion to close the Public Hearing at 7:19 p.m. Motion
37 carries by unanimous consent.
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39 Commissioner Shafto stated that the Commission does not want to get into a place where
40 more extensions keep being needed. If there are any delays, then there should be signs of
41 significant progress being made. Commissioner Shafto stated that, other than that, he
42 supports the amendment.
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Regular Andover Planning and Zoning Commission Meeting
Minutes — July 25, 2023
Page 3
1 Motion by Commissioner Koehler, seconded by Commissioner Loehlein, to recommend
2 to the City Council approval of IUP extension as written. Motion carried on a 7 -ayes, 0-
3 nays, 0 -absent vote.
5 Commissioner Koehler stated that coming into the meeting he was dead set against this
6 extension, but Mr. Barber convinced him otherwise. He is thrilled with the progress that
7 has been made.
9 Mr. Breen stated that this item would be before the Council at the July 31, 2023 City
10 Council meeting.
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12 PUBLIC HEARING: Variance Request —14358 Butternut St NW; PID# 25-32-24-41-
13 0073 — Joseph & %aitlin Sullivan (Applicants)
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15 The Planning and Zoning Commission is requested to hold a public hearing and make a
16 recommendation to the City Council regarding the variance request. The applicant is
17 requesting a screen or three -season porch that would encroach into the rear yard setback.
18 Community Development Director Janish outlined the layout of the proposed project and
19 stated that within the letter provided by the applicant, the house was constructed further
20 back than the normal setback and that the structure would be visually appealing. In the
21 letter, the applicant also stated the factors that make the structure needed.
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23 Commissioner Winge asked if the current plans, as drawn, allow for the three -season porch
24 to be converted into a four -season permanent structure without significant modifications
25 as they currently sit. Mr. Janish stated that would be a question for the Building Official,
26 but that he knows that are several footings that are in place.
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28 Commissioner Schuman asked if the setback being encroached upon due to the property
29 needing more space for the driveway grade to be at the appropriate grade was per some
30 kind of city code or if the builder decided on the setback on his own accord. Mr. Janish
31 updated that the driveway would exceed the maximum 8% driveway slope if the
32 homeowner moved forward at its current elevation. The original development plan had
33 shown a 5.8% slope with a front yard setback of 35 feet. The garage elevation is higher
34 than what was originally proposed, so to meet the 8% or less slope, the house slid back to
35 43.5 having a 7.9% slope.
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37 Chairperson Godfrey asked for clarification, that if the variance is approved, it would
38 become a property right which would continue with the property forever. Mr. Janish stated
39 that that was correct.
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41 Motion: Chair Godfrey assumed a motion to open the Public Hearing at 7:30 p.m. Motion
42 carries by unanimous consent.
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44 Joseph Sullivan, 14358 Butternut Street NW, came forward and stated that they do not
45 have any intention of having anything other than a three -season porch. Under their
Regular Andover Planning and Zoning Commission Meeting
Minutes —July 25, 2023
Page 4
1 builder's advice, the home was moved back, and now they have the finances to build the
2 structure on the back of the home. It is 10% that is looking to go into the setback but would
3 make his family's life more enjoyable outside by having the extra space to have out of the
4 sun, from a UV and bug aspect.
6 Commissioner Winge asked if the three -season porch could be constructed in a way that
7 maintains similar square footage while being within the current building code, not requiring
8 a variance. Mr. Sullivan stated that the plans that were drawn up were done so in a way
9 that is visually appealing to the kick -out at the back of the home, but it could be possible
10 through engineering and new plans.
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12 Commissioner Koehler asked the applicant to elaborate on what could be built that was not
13 secure. Mr. Sullivan clarified that a free-standing deck with a gazebo on top of the deck
14 would be an example of something that is not attached to the house and is secure.
15 Commissioner Koehler also asked what is stopping the applicant from doing this in a
16 conforming matter. Mr. Sullivan stated that due to the home placement being pushed back.
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18 Commissioner Winge asked if the home is a walk -out property and Mr. Sullivan clarified
19 that it is a look -out property. Commissioner Winge also asked what was preventing the
20 builder from lowering the floor elevation to maintain proper slope without moving the
21 home back. Mr. Sullivan stated that he is not sure of the exact reasoning.
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23 Ryan Kesner, 741 Constance Blvd. NW, came forward and stated that as the contractor
24 that is proposing the work, he can answer any questions. Mr. Kesner stated that they could
25 make it conforming, but the reason they didn't want to make it a conforming structure is
26 that it would not look like a natural part of the home. They are trying to keep the visual
27 appeal of the structure that will be attached to the house, instead of having it look like a
28 separate structure.
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30 Commissioner Schuman asked what difference it would make if the porch was made 9 feet
31 instead of 12 feet, not needing a variance request. Mr. Kesner stated that to do that it would
32 have to go the whole length of the back of the house, because of a cantilevered floor section
33 that the structure cannot be built off of, making it long, skinny, and not as visually
34 appealing.
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36 Commissioner Winge asked if the current plans, as drawn, allow for the three -season porch
37 to be converted into a four -season permanent structure without significant modifications
38 as they currently sit. Mr. Kesner said that technically it could not because the floor system
39 that would be built would be made of pressure -treated lumber, which can't be capsulated.
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41 Community Development Director Janish summarized an email that was received from
42 Rob and Abby Kine, 117 143d Avenue NW, that stated their support for the proposed
43 variance for the rear setback. Mr. Janish also highlighted where these neighbors lived in
44 comparison to the home.
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Regular Andover Planning and Zoning Commission Meeting
Minutes — July 25, 2023
Page 5
Motion: Chair Godfrey assumed a motion to close the Public Hearing at 7:43 p.m. Motion
carries by unanimous consent.
Commissioner Winge commended the applicant for consulting with his neighbors on
permission for a variance.
Commissioner Schuman stated that the review criteria are met to approve a variance, the
use of this variance is a reasonable manner that is not permitted by official control.
Commissioner Koehler asked Mr. Janish if the "property" mentioned in variance criteria
number 2 refers to the house on it or the property itself. Mr. Janish stated that he believes
it is the property as a whole, both the structure on the property and the property itself.
Commissioner Shafto stated that he is struggling with whether or not variance criteria
number 2 is being met, and his main concern is the precedence that may be set.
Commissioner Hudson agreed with Commissioner Shafto's concern about precedence
being set.
Commissioner Loehlein also agreed with getting hung up on criteria 2 being met.
Chairperson Godfrey stated her concern about there being no attempt made to investigate
the ability to build a conforming three -season porch that would comply with City code.
Commissioner Winge asked the other Commissioners if their opinions would change had
the current property owner not constructed the home. Commissioner Koehler stated that no
it would not change. Commissioner Shafto also agreed.
Commissioner Koehler stated that it is difficult to make a variance when a conforming
structure could be made.
Motion by Commissioner Koehler, seconded by Commissioner Shafto, to recommend to
the City Council denial of the Variance Request. Motion carried on a 5 -ayes, 2 -nays
(Winge and Schuman), 0 -absent vote.
Mr. Janish stated that this item would be before the Council at the July 31, 2023 City
Council meeting.
OTHER BUSINESS
Community Development Director Janish updated on the Variance Request discussed at
the April 25`h meeting for roadway realignment at Lot 9, Block 7, Lake Ridge. The
Council approved the variance, and the project is moving forward.
Community Development Director Janish also updated on the City Code amendments
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Regular Andover Planning and Zoning Commission Meeting
Minutes —July 25, 2023
Page 6
related to liquor sales in neighborhood business zoning districts, Council also approved
that amendment following the Planning and Zoning Commission's recommendation.
There is a Planning and Zoning Commission meeting scheduled for August 8, 2023.
Commissioner Koehler asked Mr. Janish if there is an update on the AT&T antenna. Mr.
Janish stated that they are looking to get the antennas on the top of the tower in early
April 2024.
ADJOURNMENT
Motion: Chair Godfrey assumed a motion to adjourn the meeting at 7:57 p.m. Motion
carries by unanimous consent.
Respectfully Submitted,
Lilian Rokosz, Recording Secretary
TimeSaver Off Site Secretarial, Inc.
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER. MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Planning and Zoning Commissioners ////Q
CC: Joe Janish, Community Development Directof
Peter Hellegers, City Planner
FROM: Aidan Breen, Planning Intem
SUBJECT: Public Hearing: Interim Use Permit (IUP) Amendment — 13655 Round Lake
Boulevard; PIDs 34-32-24-42-0009 and 33-32-24-42-0007 — Grace Lutheran
Church of Anoka (Applicant)
DATE: August 8, 2023
The applicant, Grace Lutheran Church, is requesting to extend the timeframe for the removal of
the subordinate classroom structures on their property by 12 months, through 12/31/24. Their
current IUP expires December 31, 2023.
A Conditional Use Permit for two temporary classroom structures was originally requested by
Grace Lutheran Church in 2006 and a four-year extension was granted to the church in 2010.
The city approved a 5 -year interim use permit (IUP) in 2014, which was extended in 2019.
Grace Lutheran Church is in the process of finalizing plans for remodeling and expansion. The
applicant submitted their Commercial Site Plan and Conditional Use Permit for the additions to
the city in December 2022 and has received three rounds of comments from city staff.
Currently, only the subordinate classroom structures have ADA -compliant restrooms. One of the
proposed elements of their expansion is to construct new ADA -compliant restrooms in the
principal building, allowing the applicant to remove the subordinate classroom structures by the
end of 2024. The applicant hopes to begin construction this Fall, according to the architect.
As per city code Chapter 12 -Permitted, Permitted Accessory, Conditional, Interim and Prohibited
Uses, subordinate classrooms require an Interim Use Permit. Since the existing NP has not yet
expired, the applicants are requesting an amendment to extend the expiration date.
Interim Use Permit Standards (City Code 12-15-8-D)
The Planning and Zoning Commission shall recommend an interim use permit and the Council
shall issue such interim use permit only if it finds that such use at the proposed location:
1. Will not create an excess burden on parks, streets, and other public facilities;
• The subordinate classrooms have been in place since 2006 and no issues
have been reported at this time.
2. Will not be injurious to the surrounding neighborhood or otherwise harm the
public health, safety, and general welfare;
• The subordinate structures are inspected by the Fire Department every 2 or
3 years. A condition has been included in the resolution that would also
require an inspection by the building official.
3. Will not have a negative effect on the values of property and scenic views;
• The subordinate classrooms have been in place since 2006 and inspected
by the Fire Department every 2 or 3 years.
• The applicant is not proposing to move or modify the subordinate
classrooms.
• Routine maintenance to the subordinate classrooms has been conducted
since initially obtaining a permit to have them.
4. Will not impose additional unreasonable costs on the public;
• The subordinate classrooms are the responsibility of the applicant and any
costs associated with removal and maintenance are the sole responsibility
to the applicant.
5. Will be subjected to, by agreement with the owner, any conditions that the City
Council has deemed appropriate for the permission of the use, including a
condition that the owner may be required to provide appropriate financial surety
to cover the cost of removing the interim use and any interim structures upon the
expiration of the interim use permit.
If the IUP Amendment is approved, the applicant will be required to schedule a reinspection of the
structures with the Building and Fire Departments.
ACTION REQUESTED
The Planning and Zoning Commission is asked to hold a public hearing and provide a
recommendation to the City Council regarding the IUP Amendment request.
Respec fullyy ubL
Aidan Breen
Planning Intern
Cc: Grace Lutheran Church, Attn: Tracie Russell, 13655 Round Lake Blvd NW,
Andover, MN 55304
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Attachments
Draft Resolution of Approval
p. 4
Draft Resolution of Denial
p. 6
Existing IUP Resolution
P. 8
Location Map
P. 10
Aerial and Ground Photographs
P. 11
Applicants' Materials
p. 12
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R
A RESOLUTION GRANTING AN INTERIM USE PERMIT AMENDMENT FOR
EXTENDING THE TIME FOR THE REMOVAL OF A SUBORDINATE CLASSROOM
STRUCTURE ON PROPERTY LOCATED AT 13655 ROUND LAKE BOULEVARD (PIDs
34-32-24-42-0009 AND 33-32-24-42-0007) AND LEGALLY DESCRIBED AS
That part of the West 445.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32,
Township 32, Range 24, in Anoka County, Minnesota, which lies North of the North line of 136th
Lane Northwest as laid out and platted in the Plat of Chapman's Second Addition, excepting
therefrom the West 60 feet.
That part of the East 288 feet of the West 733.02 feet of the Northwest Quarter of the Southeast
Quarter of Section 32, Township 32, Range 24 in Anoka County, Minnesota, which lies North of the
North line of 136th Lane Northwest as laid out and platted in the Plats of Chapman's Second and
Third Additions.
Except the North 60 feet of the East 673.02 feet of the West 733.02 feet of the Northwest Quarter
of the Southeast Quarter of Section 32, Township 32, Range 24, Anoka County, Minnesota.
And also except Parcels 22 and 23, Anoka County Highway Right—of—Way Plat No. 47 according to
the map or plat thereof on file and of record in the office of the Anoka County Recorder.
WHEREAS, Grace Lutheran Church requested an interim use permit amendment for a one-year
extension on the removal of the subordinate classroom structure, and;
WHEREAS, the Planning and Zoning Commission held a public hearing on August 8, 2023;
and,
WHEREAS, the Planning and Zoning Commission finds the request:
1. Will not create an excess burden on parks, streets, and other public facilities;
2. Will not be injurious to the surrounding neighborhood or otherwise harm the
public health, safety, and general welfare;
3. Will not have a negative effect on the values of property and scenic views;
4. Will not impose additional unreasonable costs on the public;
5. Will be subjected to, by agreement with the owner, any conditions that the City
Council has deemed appropriate for the permission of the use, including a
condition that the owner may be required to provide appropriate financial surety
to cover the cost of removing the interim use and any interim structures upon the
expiration of the interim use permit.
WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of
the interim use permit.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby
approves the interim use permit to allow for extending the time for the removal of the
subordinate classroom structure(s) on property located at 13655 Round Lake Blvd with the
following conditions:
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1. The Interim Use Permit shall expire on December 31, 2024, at which time the
temporary structures shall be removed.
2. Upon the issuance of the Interim Use Permit, the Building Department shall perform
an inspection of the subordinate classroom structure.
3. If the subordinate classroom structure does not pass inspections by the Building
Department and/or Fire Department and the applicant is unable or unwilling to make
the required improvements, the Interim Use Permit may be revoked.
Adopted by the City Council of the City of Andover on this 15`" day of August 2023.
CITY OF ANDOVER
ATTEST:
Michelle Hartner, Deputy City Clerk
Sheri Bukkila, Mayor
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R
A RESOLUTION DENYING AN INTERIM USE PERMIT AMENDMENT FOR
EXTENDING THE TIME FOR THE REMOVAL OF A SUBORDINATE CLASSROOM
STRUCTURE ON PROPERTY LOCATED AT 13655 ROUND LAKE BOULEVARD (PIDs
34-32-24-42-0009 AND 33-32-24-42-0007) AND LEGALLY DESCRIBED AS
That part of the West 445.02 feet of the Northwest Quarter of the Southeast Quarter of Section 32,
Township 32, Range 24, in Anoka County, Minnesota, which lies North of the North line of 136th
Lane Northwest as laid out and platted in the Plat of Chapman's Second Addition, excepting
therefrom the West 60 feet.
That part of the East 288 feet of the West 733.02 feet of the Northwest Quarter of the Southeast
Quarter of Section 32, Township 32, Range 24 in Anoka County, Minnesota, which lies North of the
North line of 136th Lane Northwest as laid out and platted in the Plats of Chapman's Second and
Third Additions.
Except the North 60 feet of the East 673.02 feet of the West 733.02 feet of the Northwest Quarter
of the Southeast Quarter of Section 32, Township 32, Range 24, Anoka County, Minnesota.
And also except Parcels 22 and 23, Anoka County Highway Right—of—Way Plat No. 47 according to
the map or plat thereof on file and of record in the office of the Anoka County Recorder.
WHEREAS, Grace Lutheran Church requested an interim use permit amendment for a one-year
extension on the removal of the subordinate classroom structures, and;
WHEREAS, the Planning and Zoning Commission held a public hearing on August 8, 2023;
and,
WHEREAS, the Planning and Zoning Commission finds the request:
1. Will create an excess burden on parks, streets, and other public facilities, because
2. Will be injurious to the surrounding neighborhood or otherwise harm the public
health, safety, and general welfare because ....
3. Will have a negative effect on the values of property and scenic views because ...
4. Will impose additional unreasonable costs on the public because ....
5. Will be subjected to, by agreement with the owner, any conditions that the City
Council has deemed appropriate for the permission of the use, including a
condition that the owner may be required to provide appropriate financial surety
to cover the cost of removing the interim use and any interim structures upon the
expiration of the interim use permit.
WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of
the interim use permit.
0
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby
denies the interim use permit to allow for extending the time for the removal of the subordinate
classroom structure on property located at 13655 Round Lake Blvd and orders the usage of the
subordinate classrooms to cease on December 3151, 2023, and to be removed from the property
within 90 days from December 31', 2023.
Adopted by the City Council of the City of Andover on this 15a' day of August 2023.
CITY OF ANDOVER
ATTEST:
Michelle Harmer, Deputy City Clerk
Sheri Bukkila, Mayor
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R024-19
A RESOLUTION GRANTING AN INTERIM USE PERMIT FOR EXTENDING THE TIME OF
REMOVAL OF SUBORDINATE CLASSROOM STRUCTURES ON PROPERTY LOCATED AT
13655 ROUND LAKE BLVD (PIN 32-32-24-42-0009), LEGALLY DESCRIBED AS:
THAT PRT OF W 445.02 FT OF NW 1/4 OF SEI/4 OF SEC 32 TWP 32 RGE 24 LYG N OF N
R/W LINE OF 136TH IN NW, EX RD, SUBJ TO EASE OF REC, Anoka County, Minnesota.
WHEREAS, Grace Lutheran Church requested an interim use permit for the use of subordinate classroom
structures with a four-year extension on the removal of the subordinate classroom shuct res, and;
WHEREAS, the Planning and Zoning Commission held a public hearing on February 12,2019; and,
WHEREAS, the Planning and Zoning Commission fords the request:
1. Will not create an excess burden on parks, streets, and other public facilities;
• The subordinate classrooms have been in place since 2006 with no issues being
reported at this time.
2. Will not be injurious to the surrounding neighborhood or otherwise harm the public
health, safety, and general welfare;
• The subordinate structures are inspected by the Fire Department every 2 or 3
years. A condition has been included on the resolution that will require an
inspection by the building official.
3. Will not have a negative effect on the values of property and scenic views;
• The subordinate classrooms have been in place since 2006 with bi-yearly safety
inspections.
• The applicant is not proposing to move or modify the subordinate classrooms.
• Routine maintenance to the subordinate classrooms has been conducted since
initially obtaining a permit to have them.
4. Will not impose additional unreasonable costs on the public,
• The subordinate classrooms are the responsibility of the applicant and any costs
associated with removal, and maintenance are the sole responsibility to the
applicant.
5. Will be subjected to, by agreement with the owner, any conditions that the City Council
has deemed appropriate for the permission of the use, including a condition that the
owner may be required to provide appropriate financial surety to cover the cost of
removing the interim use and any interim structures upon the expiration of the interim use
permit.
WHEREAS, the Planning and Zoning Commission recommends to the City Council anrrroval of the
interim use permit.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby =am
the interim use permit to allow for extending the time for the removal of the subordinate classroom
structures on property located at 13655 Round Lake Blvd with the following conditions:
1. The Interim Use Permit shall expire on December 31, 2023, at which time the temporary
structures shall be removed.
2. Upon the issuance of the Interim Use Permit, the Andover Fire and Building Departments
shall perform an inspection of the subordinate classroom structure.
3. If the subordinate classroom structures do not pass inspections by Andover Fire and Building
Departments, the structures may shall be brought into compliance or the Interim Use Permit
may be revoked.
Adopted by the City Council of the City of Andover on this 51 day of March 2019.
CITY OF ANDOVER
ATTEST�� Trude, Mayor '—
Mich a Harmer, Deputy Cityity Cie
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ANL6 WERiSite Location Grace Lutheran Church (13655 Round Lake Blvd)
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Aerial & Ground Photos — Grace Lutheran Church
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1685 CROSSTOWN BOULEVARD N.W. - ANDOVER, MINNESOTA 55304 - (763) 755-5100
FAX (763) 755-8923 - WWW.ANDOVERMN.GOV
INTERIM USE PERMIT (IUP)
Property Address 134&-5 ROLL l /uI e, 9/Vd,' IVVJ /}n61ovIn1\1 b5:30y
Legal Description of Property (if legal is lengthy, please attach a separate sheet):
Lot Block Addition
PIN 01"'-.3l -vy-0/og
(If metes and bounds, attach the complete legal description)
Note: If the legal is not provided, the application will not be considered to be
complete.
De, cription of Request (use additional paper if necessary) e)� "e111 jo'n Yz.0 ae5}"
tar, ODrlizlilP rvmo✓`zd dt'_ ljline' iv
Will this request require hauling of material? Yes* or
Will material be hauled to and from this site? Yes* or o
*If Yes to either question, then a haul route will be required to be submitte as part of this application.
Section of Ordinance
Current Zoning
Name of Applicant 6race_Ly-theamChutz�hofhx)4�k- Email jrace-4-%QG'Cunl�cre/•U
Address 13�, jr�Q Rv and Lu l e gl �'cf , N of
City IW I)ar State MN) Zip 53soy
Home Phone
6012-) 2N2-964, Business Phone
SignattEr� X t (fry Date
INTERIM USE PERMIT (IUP)
Property Owner (Fee Owner) _Sam c -S C-�C ` Email
(If different from above)
Address
City
Home Phone
Signature
State
Business Phone
Date
The following information shall be submitted prior to review by the City of Andover:
Complete application and fee
2. Letter summarizing request including but not limited to:
a. Proposed hours of operation
b. Proposed haul routes to or from the site
C. Proposed stockpile slopes (typically a 3:1 slope is required)
d. Proposed expiration date of IUP
e. Other details about the proposal to help the city evaluate the request
A scaled drawing showing the following:
a. Scale
b. North arrow
c. Dimensions of the property and structures
d. Front, side, and rear yard building setbacks
e. Adjacent streets
f. Location and use of existing structures within 100 feet
4. Other information as required to review request
Application Fee (For New and Amendment Applications):
Interim Use Permit $350.00 includes mailing labels
Recording Fee $100.00
Public Notification Sign $30.00
Land Reclamation or Mining $1,000.00 escrow —If this escrow doesn't
Date Paid
60 Day Review
cover review costs, additional billing will
occur.
03
Receipt #
120 Day Review
INTERIM USE PERMIT (IUP)
Note: The following is information that all applicants should read and understand.
STANDARDS FOR GRANTING AN INTERIM USE PERMIT REQUEST
The Planning Commission shall recommend an interim use permit and the Council shall
issue such interim use permit only if it finds that such use at the proposed location:
(1) Will not create an excess burden on parks, streets, and other public
facilities.
(2) Will not be injurious to the surrounding neighborhood or otherwise
harm the public health, safety, and general welfare.
(3) Will not have a negative effect on values of property and scenic views.
(4) Will not impose additional unreasonable costs on the public.
(5) Will be subjected to, by agreement with the owner, any conditions that
the City Council has deemed appropriate for permission of the use,
including a condition that the owner may be required to provide an
appropriate financial surety to cover the cost of removing the interim
use and any interim structures upon the expiration of the interim use
permit.
INTERIM USE PERMIT
The public hearing, public notice and procedural requirements for interim use permits
shall be as provided in City Code 12-15-8. The City Council shall act upon the interim
use permit within sixty (60) days from the date of submission of a complete application
unless an extension has been provided pursuant to Minnesota Statutes 15.99. Approval
of a request shall require a four-fifths (4/5) vote of the entire City Council.
( 7)
Grace Lutheil Church
ListevL. Grow. Serve.
so that all may experievice grace...
City of Andover
Attention Madame Mayor Sheri Bukkila, and Andover City Council
1685 Crosstown BLVD. NW,
Andover, MN 55304
July 191h, 2023
Dear Madame Mayor Sheri Bukkila and Andover Council Members,
I am writing to ask for an extension on the removal of our portables from the property of Grace
Lutheran Church, which is located at 13655 Round Lake Blvd, I am aware that the city has given
us a deadline of December 3111, 2023, to remove these buildings. We have been working
diligently since I became the Senior Pastor at Grace Lutheran Church on a building project that
will allow us to no longer need our portables. We hired Busch Architects in January of 2022 and
then hired Donlar as our Construction Manager at Risk in the fall of 2022. When we went to bid
this past Spring, our project came in a million dollars over our budgeted price. We have spent
the last 4 months modifying the plans and finding a pathway forward.
The good news is we have made modifications and will be moving ahead on our project
beginning late summer or early this fall. Because our portables contain our only ADA
bathrooms, we cannot get rid of them until our bathroom renovations are complete.
I am happy to provide you with the architectural plans (which I believe you already have) or any
other information about the timing of our project. I am asking you to extend our deadline until
December 3111, 2024.
Please let me know any other information you need and any questions you have. I am available
via email at Joannam@sraceandovecorg or phone at 763-421-6520. You can also speak with
our church administrator Tracie Russell, if I am unavailable.
you for your consideration. Blessings,
Mitchell
13655 Round Lake Blvd. NW
Andover, MN 55304
763-421-6520 www.griceavtdover.org
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1685 CROSSTOWN BOULEVARD N . • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Planning and Zoning Commissioners
FROM: Joe Janish, Community Development Director
SUBJECT: Public Hearing: Consider a Preliminary Plat for the third phase of the Petersen
Farms development, which will be known as Legacy at Petersen Farms.
(Applicant — JD Andover Holdings).
DATE: August 8, 2023
The Planning and Zoning Commission is requested to review a Preliminary Plat for Legacy at
Petersen Farms. This is the third phase of a planned multi -phase development. As part of the
development of this phase the applicant will also construct the connection to County Road 7 at
170'' Ave NW.
DISCUSSION
Conformance with Local Plans and Ordinances
1. The property is not located in the Metropolitan Urban Service Area (MUSA).
2. The property is part of a Planned Unit Development.
Street Access
Public street access to Legacy at Petersen Farms would be provided from 165' Ave NW through
a previous phase (Inca Street NW). A new access at 170Th Avenue NW and County Road 7
(Yellow) will be constructed as part of this phase. A possible connection to a potential round
about is also available if the round about is constructed (Orange). The PUD allows the roadways
to be 27 feet of pavement and 18 inch ribbon curb on each side of the roadway, for a total street
width of 30 feet.
Makah Street NW exceeds 500 feet and includes a permanent emergency access for emergency
vehicles (Red). Oneida is a temporary cul de sac that exceeds 500 feet and the Fire Department is
requesting an emergency access (Orange).
Access at CR 7 & 170'" Ave NW
• Possible Future Round about Extension
Location of Requested Emergency
• Makah— permanent Emergency Access
• Access through previous phases
2
Emergency Access for Future Phases
The applicant is providing for an emergency access easement as part of the Vehicle Maintenance
Access (VMA). This particular emergency access easement was noted as part of the PUD review
by City Council. The applicant is providing the easement at this time for possible future
development.
Emergency vehicle Access Easement
Anoka County Highway Department (ACHD)
Anoka County Highway Department is in process of reviewing the improvements for the
development that will be located within the County right of way. Anoka County Highway
Department has also received fixnding for the eastern most round about depicted with funding in
2026 to 2027. The construction of the western round about is unknown at this time.
Sewer and Water Access
City Water and Sewer are not expected to serve the area as the property is located a significant
distance from the MUSA. Each individual property will be serviced by private septic systems
and private wells.
Lower Rum River Watershed Management Organization (LRRWMO)
The City of Andover continues to have correspondence with the LRRWMO and the applicant
has submitted their permit(s).
Coordination with other Agencies
The developer and/or owner are responsible to obtain all necessary permits (Minnesota
Department of Natural Resources, U.S. Army Corp of Engineers, LRRWMO, Minnesota
Pollution Control Agency, LGU and any other agency that may have an interest in the site).
Initial contact shall be made with the City Engineering Department regarding this item.
Tree Preservation/Landscaping
As part of the preliminary plat the applicant has provided a tree preservation plan. As part of the
PUD the applicant(s) for homes will be required to provide a tree preservation plan for each lot
as the building permits are being requested. Trees will be removed as part of the development.
The applicant has also provided a requirement for each lot to meet a set standard for landscaping
requirements noting three trees from a list will need to be planted with the exception of some
wooded lots.
Park and Recreation Commission Recommendation
The Park and Recreation Commission is recommending cash in lieu of land and the HOA would
own and maintain the open space and trails. This is the same as the first phase.
Lots
As presented 32 lots meet the minimum lot width, depth and area requirements of the PUD as
approved by the City of Andover City Council. Lot 1, Block 2 at this time is shown to be under
the 1 acre of upland. The applicant has indicated that they are able to meet the one acre of upland
on this lot with a slight adjustment and is not seeking to make a change to the PUD.
Minimum lot size requirements are as follows:
Lot size:
1.5 acre
Lot width:
100 feet
Lot depth:
150 feet
Lots 4 and 5 follow the PUD criteria and have been granted the ability to be under the one acre
of upland through the PUD process.
Public Hearing Notice
Properties within 700 feet of the project received legal notices by mail. A notice was published
in the Anoka County Union Herald. City staff also placed three signs at the property to draw
attention to the project.
ACTION REQUESTED
The Planning and Zoning Commission is asked to hold a public hearing related to the
preliminary plat and to make a recommendation to the City Council.
Attachments
Resolution of Approval 7
Resolution of Denial . 11
Staff Comments including Engineering, dated July 24, 2023. 15
Copy of Public Hearing Notice 22
Preliminary Plat Set .27
Respectfully Submitted,
Joe Janish
Community Development Director
CC: - Jason Osberg, Metrowide Development, 15356 Yukon St. NW, Andover, MN 55304
- Darren Lazan, Landform Professional Services, LLC 105 South Fifth Avenue Suite
513 Minneapolis, MN 55401
- Kevin Shay, Landform Professional Services, LLC 105 South Fifth Avenue Suite 513
Minneapolis, MN 55401
- Keith Petersen, 3084 Kahlberg Ct NE, St. Michael, MN 55376
0
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO XXX
A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "Legacy at Petersen Farms" FOR
PROPERTY LEGALLY DESCRIBED AS;
The South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County,
Minnesota.
Except that part of said South Half of the Southwest Quarter described as follows; Commencing at
the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing
of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter
of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59
seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a
distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of
778.17 feet to the Point of Beginning of the property to be described; thence South 89 degrees 46
minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21
seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY
HIGHWAY RIGHT OF WAY PLAT NO. 4; thence North 89 degrees 46 minutes 20 seconds East
along said right of way line, a distance of 17.47 feet; thence easterly along said right of way line
and also along a tangential curve, concave to the south, said curve having a radius of 1152.20 feet
and a central angle of 12 degrees 25 minutes 43 seconds, for a distance of 249.94 feet; thence
North 89 degrees 46 minutes 20 seconds East, not tangent to said curve and along said right of
way line, a distance of 252.89 feet; thence North 00 degrees 16 minutes 59 seconds West a
distance of 127.20 feet; thence North 56 degrees 58 minutes 11 seconds West a distance of
228.08 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 267.85 feet to the
Point of Beginning.
Also excepting that part of said South Half of the Southwest Quarter lying northerly, easterly and
northeasterly of a line described as follows: Commencing at the southeast comer of said South
Half of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, assumed
bearing, along the East line of said South Half of the Southwest Quarter a distance of 493.90 feet
to the Point of Beginning of the property to be described; thence northwesterly a distance of 250.89
feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central
angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of
North 80 degrees 06 minutes 33 seconds West; thence North 00 degrees 00 minutes 00 seconds
East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of
417.52 feet to a point on the North line of said South Half of the Southwest Quarter, distant 563.74
feet west of the northeast corner of said South Half of the Southwest Quarter and there
terminating.
Also Excepting that part of said South Half of the Southwest Quarter described as Commencing at
the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing
of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter
of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59
seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a
distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of
778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet;
thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly
right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 89
degrees 46 minutes 20 seconds West along said right of way line a distance of 690.75 feet to the
point of beginning of the property to be described; thence North 00 degrees 13 minutes 54 seconds
West a distance of 231.76 feet; thence North 39 degrees 55 minutes 46 seconds East a distance of
313.07 feet; thence South 52 degrees 46 minutes 42 seconds East a distance of 266.17 feet;
thence northeasterly 59.30 feet along a non-tangential curve concave to the southeast having a
radius of 325.00 feet and a central angle of 10 degrees 27 minutes 18 seconds and a chord
bearing of North 42 degrees 26 minutes 57 seconds East; thence North 47 degrees 40 minutes 36
seconds East, tangent to last described curve a distance of 173.75 feet; thence North 42 degrees
54 minutes 56 seconds West 396.30 feet; thence North 86 degrees 38 minutes 14 seconds West
443.22 feet; thence southwesterly 242.80 feet along a non-tangential curve concave to the west
having a radius of 855.00 feet and a central angle of 16 degrees 16 minutes 15 seconds and a
chord bearing of South 21 degrees 46 minutes 39 seconds West; thence North 60 degrees 05
minutes 13 seconds West, not tangent to last described curve, a distance of 50.00 feet; thence
South 29 degrees 54 minutes 47 seconds West a distance of 72.10 feet; thence southwesterly a
distance 116.04 feet along a tangential curve concave to the west having a radius of 275.00 feet
and a central angle of 24 degrees 10 minutes 39 seconds; thence North 38 degrees 15 minutes 24
seconds West, not tangent to last described curve, a distance of 527.74 feet; thence North 09
degrees 26 minutes 21 seconds West a distance of 297.54 feet; thence North 45 degrees 52
minutes 15 seconds East a distance of 147.35 feet to a point on the North line of said South Half of
the Southwest Quarter, said point being 2213.14 feet west of said northeast corner of the South
Half of the Southwest Quarter as measured along the North line of said South Half of the
Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West along said north line of
said South Half of the Southwest Quarter a distance of 569.33 feet to the east line of ANOKA
COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26
seconds West along said right of way line a distance of 435.62 feet; thence southerly a distance of
189.16 feet along said right of way and a tangential curve to the left with a radius of 1032.20 feet
and a central angle of 10 degrees 30 minutes 00 seconds; thence a distance of 918.79 feet along
said right of way and a tangential compound curve to the left with a radius of 758.53 feet and a
central angle of 69 degrees 24 minutes 03 seconds; thence a distance of 189.16 feet along said
right of way and a tangential compound curve to the left with a radius of 1032.20 feet and central
angle of 10 degrees 30 minutes 00 seconds; thence North 89 degrees 46 minutes 20 seconds East
tangent to last described curve and along said right of way line a distance of 402.65 feet to the
Point of Beginning.
Also Except all that part of the Southwest Quarter of the Southwest Quarter of Section 7, Township
32, Range 24, that lies southerly and westerly of County State Aid Highway No. 7.
And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO.
4.
The North Half of the Southwest Quarter of Section 7, Township 32, Range 24.
Except that part of said North Half of the Southwest Quarter described as follows: Beginning at the
southeast corner of said North Half of the Southwest Quarter; thence South 89 degrees 52 minutes
15 seconds West, assumed bearing, along the south line of said North Half of the Southwest
Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a
distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of
150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet;
thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79
degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37
minutes 08 seconds East a distance of 276.17 feet; thence North 27 degrees 22 minutes 52
seconds East a distance of 372.95 feet to the northeast corner of said North Half of the Southwest
Quarter; thence South 00 degrees 37 minutes 23 seconds East, along the East line of said North
Half of the Southwest Quarter a distance of 1309.18 feet to the Point of Beginning.
Also except that part of said North Half of the Southwest Quarter described as follows:
Commencing at the southeast corner of said North Half of the Southwest Quarter thence on an
assumed bearing of South 89 degrees 52 minutes 15 seconds West along the south line of said
North Half of the Southwest Quarter a distance of 2213.14 feet to the Point of Beginning of the
property to be described; thence North 45 degrees 52 minutes 15 seconds East a distance of
410.01 feet; thence North 01 degrees 45 minutes 00 seconds West a distance of 337.80 feet,
thence 55 degrees 30 minutes 00 seconds East a distance of 151.86 feet, thence South 69
degrees 02 minutes 17 seconds East a distance of 185.51 feet; thence South 63 degrees 12
minutes 57 seconds East a distance of 142.33 feet; thence South 85 degrees 09 minutes 46
seconds East a distance 175.66 feet; thence North 20 degrees 56 minutes 01 seconds West a
distance of 436.29 feet; thence North 29 degrees 58 minutes 14 seconds East a distance of 394.93
feet to the North line said North Half of the Southwest Quarter; thence South 89 degrees 58
minutes 14 seconds West, along said North line, a distance of 1491.19 feet to the easterly right of
way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees
10 minutes 26 seconds West along said right of way line a distance of 1313.96 to the South line of
said North Half of the Southwest Quarter; thence North 89 degrees 52 minutes 15 seconds East a
distance of 569.33 to the Point of Beginning.
And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO.
4.
WHEREAS, Landform on behalf of JD Andover Holdings has requested approval of a preliminary
plat for Legacy at Petersen Farms; and
WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and
WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a
public hearing on said plat; and
WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the
preliminary plat to the City Council; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees
LJ
with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of
Legacy at Petersen Farms with the following conditions:
1. City of Andover staff comments dated July 24, 2023 including attachments, Lower Rum River
Watershed Management Organization comments, and Anoka County Highway Department
comments shall be satisfactorily addressed prior to any grading of the site. The Andover
Engineering Department will determine when all items have been addressed.
2. The applicant shall be responsible for the cost of construction of all improvements proposed as a
part of the preliminary plat.
3. Temporary cul-de-sac easement(s) shall be provided. Separate documents shall be required for
each temporary cul-de-sac easement on each lot, to be recorded with the final plat.
4. Vehicle Maintenance Access (VMA) Easements shall be provided. Separate documents shall be
required for each VMA on each lot, to be recorded with the final plat.
5. Emergency Vehicle Access Easements shall be provided. Separate documents for each location
shall be required, to be recorded with the final plat.
6. Prior to final plat recording at Anoka County, a development agreement acceptable to the City
Attorney must be executed by the Developer.
7. Future lots shall be platted.
8. Any CR 7 improvements shall be constructed as approved by Anoka County Highway
Department.
Adopted by the City Council of the City of Andover this day of , 2023.
CITY OF ANDOVER
ATTEST:
Michelle Harmer, City Clerk
Sheri Bukkila, Mayor
10
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO XXX
A RESOLUTION DENYING THE PRELIMINARY PLAT OF "Legacy at Petersen Farms" FOR
PROPERTY LEGALLY DESCRIBED AS;
The South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka County,
Minnesota.
Except that part of said South Half of the Southwest Quarter described as follows; Commencing at
the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing
of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter
of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59
seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a
distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of
778.17 feet to the Point of Beginning of the property to be described; thence South 89 degrees 46
minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14 minutes 21
seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA COUNTY
HIGHWAY RIGHT OF WAY PLAT NO. 4; thence North 89 degrees 46 minutes 20 seconds East
along said right of way line, a distance of 17.47 feet; thence easterly along said right of way line
and also along a tangential curve, concave to the south, said curve having a radius of 1152.20 feet
and a central angle of 12 degrees 25 minutes 43 seconds, for a distance of 249.94 feet; thence
North 89 degrees 46 minutes 20 seconds East, not tangent to said curve and along said right of
way line, a distance of 252.89 feet; thence North 00 degrees 16 minutes 59 seconds West a
distance of 127.20 feet; thence North 56 degrees 58 minutes 11 seconds West a distance of
228.08 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 267.85 feet to the
Point of Beginning.
Also excepting that part of said South Half of the Southwest Quarter lying northerly, easterly and
northeasterly of a line described as follows: Commencing at the southeast corner of said South
Half of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, assumed
bearing, along the East line of said South Half of the Southwest Quarter a distance of 493.90 feet
to the Point of Beginning of the property to be described; thence northwesterly a distance of 250.89
feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a central
angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord bearing of
North 80 degrees 06 minutes 33 seconds West; thence North 00 degrees 00 minutes 00 seconds
East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West a distance of
417.52 feet to a point on the North line of said South Half of the Southwest Quarter, distant 563.74
feet west of the northeast corner of said South Half of the Southwest Quarter and there
terminating.
Also Excepting that part of said South Half of the Southwest Quarter described as Commencing at
the northeast corner of said South Half of the Southwest Quarter; thence on an assumed bearing
of South 89 degrees 52 minutes 15 seconds West, along the north line of said Southeast Quarter
11
of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees 29 minutes 59
seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01 seconds East a
distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a distance of
778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68 feet;
thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the northerly
right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 89
degrees 46 minutes 20 seconds West along said right of way line a distance of 690.75 feet to the
point of beginning of the property to be described; thence North 00 degrees 13 minutes 54 seconds
West a distance of 231.76 feet; thence North 39 degrees 55 minutes 46 seconds East a distance of
313.07 feet; thence South 52 degrees 46 minutes 42 seconds East a distance of 266.17 feet;
thence northeasterly 59.30 feet along a non-tangential curve concave to the southeast having a
radius of 325.00 feet and a central angle of 10 degrees 27 minutes 18 seconds and a chord
bearing of North 42 degrees 26 minutes 57 seconds East; thence North 47 degrees 40 minutes 36
seconds East, tangent to last described curve a distance of 173.75 feet; thence North 42 degrees
54 minutes 56 seconds West 396.30 feet; thence North 86 degrees 38 minutes 14 seconds West
443.22 feet; thence southwesterly 242.80 feet along a non-tangential curve concave to the west
having a radius of 855.00 feet and a central angle of 16 degrees 16 minutes 15 seconds and a
chord bearing of South 21 degrees 46 minutes 39 seconds West; thence North 60 degrees 05
minutes 13 seconds West, not tangent to last described curve, a distance of 50.00 feet; thence
South 29 degrees 54 minutes 47 seconds West a distance of 72.10 feet; thence southwesterly a
distance 116.04 feet along a tangential curve concave to the west having a radius of 275.00 feet
and a central angle of 24 degrees 10 minutes 39 seconds; thence North 38 degrees 15 minutes 24
seconds West, not tangent to last described curve, a distance of 527.74 feet; thence North 09
degrees 26 minutes 21 seconds West a distance of 297.54 feet; thence North 45 degrees 52
minutes 15 seconds East a distance of 147.35 feet to a point on the North line of said South Half of
the Southwest Quarter, said point being 2213.14 feet west of said northeast corner of the South
Half of the Southwest Quarter as measured along the North line of said South Half of the
Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West along said north line of
said South Half of the Southwest Quarter a distance of 569.33 feet to the east line of ANOKA
COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10 minutes 26
seconds West along said right of way line a distance of 435.62 feet; thence southerly a distance of
189.16 feet along said right of way and a tangential curve to the left with a radius of 1032.20 feet
and a central angle of 10 degrees 30 minutes 00 seconds; thence a distance of 918.79 feet along
said right of way and a tangential compound curve to the left with a radius of 758.53 feet and a
central angle of 69 degrees 24 minutes 03 seconds; thence a distance of 189.16 feet along said
right of way and a tangential compound curve to the left with a radius of 1032.20 feet and central
angle of 10 degrees 30 minutes 00 seconds; thence North 89 degrees 46 minutes 20 seconds East
tangent to last described curve and along said right of way line a distance of 402.65 feet to the
Point of Beginning.
Also Except all that part of the Southwest Quarter of the Southwest Quarter of Section 7, Township
32, Range 24, that lies southerly and westerly of County State Aid Highway No. 7.
And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO.
4.
AND
12
The North Half of the Southwest Quarter of Section 7, Township 32, Range 24.
Except that part of said North Half of the Southwest Quarter described as follows: Beginning at the
southeast corner of said North Half of the Southwest Quarter; thence South 89 degrees 52 minutes
15 seconds West, assumed bearing, along the south line of said North Half of the Southwest
Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds West a
distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance of
150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet;
thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79
degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37
minutes 08 seconds East a distance of 276.17 feet; thence North 27 degrees 22 minutes 52
seconds East a distance of 372.95 feet to the northeast corner of said North Half of the Southwest
Quarter; thence South 00 degrees 37 minutes 23 seconds East, along the East line of said North
Half of the Southwest Quarter a distance of 1309.18 feet to the Point of Beginning.
Also except that part of said North Half of the Southwest Quarter described as follows:
Commencing at the southeast corner of said North Half of the Southwest Quarter thence on an
assumed bearing of South 89 degrees 52 minutes 15 seconds West along the south line of said
North Half of the Southwest Quarter a distance of 2213.14 feet to the Point of Beginning of the
property to be described; thence North 45 degrees 52 minutes 15 seconds East a distance of
410.01 feet; thence North 01 degrees 45 minutes 00 seconds West a distance of 337.80 feet,
thence 55 degrees 30 minutes 00 seconds East a distance of 151.86 feet, thence South 69
degrees 02 minutes 17 seconds East a distance of 185.51 feet; thence South 63 degrees 12
minutes 57 seconds East a distance of 142.33 feet; thence South 85 degrees 09 minutes 46
seconds East a distance 175.66 feet; thence North 20 degrees 56 minutes 01 seconds West a
distance of 436.29 feet; thence North 29 degrees 58 minutes 14 seconds East a distance of 394.93
feet to the North line said North Half of the Southwest Quarter; thence South 89 degrees 58
minutes 14 seconds West, along said North line, a distance of 1491.19 feet to the easterly right of
way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees
10 minutes 26 seconds West along said right of way line a distance of 1313.96 to the South line of
said North Half of the Southwest Quarter; thence North 89 degrees 52 minutes 15 seconds East a
distance of 569.33 to the Point of Beginning.
And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO.
4.
WHEREAS, Landform on behalf of JD Andover Holdings has requested approval of a preliminary
plat for Legacy at Petersen Farms; and
WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and
WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a
public hearing on said plat; and
WHEREAS, as a result of such public hearing, the Planning Commission recommends denial of the
preliminary plat to the City Council; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees
13
with the recommendation of the Planning and Zoning Commission and denies the Preliminary Plat of
Legacy at Petersen Farms due to the following reasons:
1.
2.
3.
Adopted by the City Council of the City of Andover this day of 2023.
CITY OF ANDOVER
ATTEST:
Michelle Hartner, City Clerk Sheri Bukkila, Mayor
14
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Darren Lazan, LANDFORM President
FROM: Joe Janish, Community Development Director
SUBJECT: Review #4 - Comments for Legacy at Petersen Farms Preliminary Plat Review
DATE: July 24, 2023
Engineering Department
Engineering Department comments are attached
Fire Department
• Emergency access shall be provided to the Oneida cul de sac.
• Future eastern extension of 170'h Avenue NW exceeds the City Standard of 500 feet. This will
require an emergency access.
Building Department
• New soil borings for septic are needed for the following lots, as the locations have
changed from original soil borings:
o Lot 7 Block 1
o Lot 9 Block 1
o Lot 6 Block 3
o Lot 6 Block 4
Planning Department
401. Sheet C0.4 Lot Area Table shows Lot 1 Block 2 with upland of 0.84. Adjustments will need
to be made or a PUD Amendment will need to be applied for this lot. Review 3 had shown this
lot as 1.01 acres of upland.
402. Lot information (size) is needed for Exception lot. This is the existing home on the
property. The lot needs to be 2.5 acres in size.
403. Sheet C.05 Verify the extent of Anoka County ROW Plat No. 4 and adjust lot lines
accordingly.
404. Sheet C.05 wells for exception parcel. Do they meet MN Department of Health Setback
requirements from property lines? If not they will need to be correctly handled (sealed, moved,
etc.)
405. Sheet C.05 Drainage and utility Easement on Block 4 appear to be off as they point to the
usable yard area. This occurs anytime Block 4 is shown. Please correct in all appropriate areas,
and sheets.
406. Sheet C0.7 Show setbacks for storage structures and silo.
407. Will an Emergency Access Easement be provided to possibly allow for a longer extension
(over 500 feet) of future cul de sac? As noted at the City Council meeting consideration of this
access should be in place today as it may impact the future development of a cul de sac longer
than 500 feet.
/5
/5
408. Sheet C1.2 indicates silo to remain, however no setback is provided to determine if it is
conforming to setbacks. Setback is needed.
409. Sheet C2.3 outlot includes the note with an arrow "Denotes Drainfield Typ" however no
drainfield is shown on the outlot.
410. Sheet C3.0 and others Lots currently not being platted are showing drainfields within
floodplain, which will be located in a future drainage and utility easement. These drainfields
need to be adjusted to be outside of the future drainage and utility easements.
411. Sheet C3.OA shows incorrect information for the following:
• Lot 9 Block 1: Driveway Grade of 9.4% (over 8% allowed) and Anticipated
lowest Floor Elevations when compared to correlating sheets.
• Lot 4 Block 2: Driveway Grade of 8.0% when compared to drawings, which
shows 7.1 %
412. Sheet C3.7 shows a cul de sac of approximately 730 in the "future" which is longer than
500 feet permitted by City Code. Fire has commented in the past that an emergency access
would be required, and City Council indicated accommodations should be considered at this time
for future development needs and requirements. In order to pursue a cul de sac of this length a
deviation would need to be requested as part of a future PUD Amendment, and approved by City
Council.
413. Future building locations will need 1 acre of upland, and septic sites will need to be locate
outside of the drainage and utility easements in undisturbed areas. Please keep in mind the City
will require easements over the back to back event areas.
414. Easement documents related to Quapaw Street NW and 170`h Avenue NW shall be provided
prior to any grading activities of the roadways or phase 3.
Miscellaneous
118. An IUP would be required for stockpiles, prior to the start of stockpiling. Kept for
tracking.
119. Verify the limits of Anoka County ROW Plat #4 and modify the plat drawings
accordingly.
120. Please ensure that septic sites are not located in VMA's or easements or floodplain
areas, including in future development.
121. Additional comments pending further review.
when re -submitting the revised plat to the City. A digital copy will be emailed to you so that so that
you can type responses below the original comments.
If you should have any questions, please contact meat j.janishAandovermn.gov or 763-767-5140.
EA
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 . WWW.ANDOVERMN.GOV
MEMORANDUM
TO: Joe Janish, Community Development Director
FROM: David Berkowitz, Director of Public Works/City Engineer
Jason Law, Assistant City Engineer
DATE: July 20, 2023
REFERENCE: Legacy at Petersen Farms / Grading, Drainage & Erosion Control Plan / Review #4
The following comments are regarding Review #4:
1. (Review #1) Need to obtain the necessa>ypennits from the DNR, US Army Corps ofEngineers, LRRWMO, MPCA and
any other agency interested in the site. Noted Comment keptfor tracking.
2. (Review #1) Provide AutoCAD (dwg) drawings to the City for the final plat, and all construction drawings
including the grading plan. Noted Comment keptfor tracking.
3. (Review #1) As-builts for all utilities constructed will be required upon project completion.
Coordinate format and page numbering with City Engineering Department prior to submitting as-
builts. Noted Comment keptfortracking.
4. (Review #1) Need to provide separate long-term maintenance agreements that will be recorded with each property
for the infiltration basin maintenance. Noted Comment kept for tracking.
5. An IUP will be required for the proposed stockpile that is planned north of 17011 Avenue.
6. All Plan Sheets: Verify drainage and utility easements are accurate based upon any potential revised basin HWL's
with included comments or other revisions.
7. All Plan Sheets: Include license # for design engineer in title block certification.
8. Sheets C0.5 -C0.11: Label building setback lines in Prelim Plat sheets and Site plan sheets. Freeze setback lines in
all other plan sheets for clarity of other lines and notes.
9. (Review #2) Sheet C0.5 & all applicable sheets: Along the west side of Makah Street north of the cul de sac and
along the east side of Oneida Street north of the cul de sac, easement shall be dedicated for drainage and utilities
consistent with the rest of the plat. Response stated easement outside ofplat will be provided once alignment and
boundary issues resolved Easements outside of theplat boundary must be recorded with Anoka County prior to
construction activity beginningfor thisphase.
10. Sheet C0.5, C2.1, C3.1, C4.1 & all applicable sheets: Provide 20' wide (minimum) D&UE in rear of Lots 7 & 8,
Block 4 for EOF for Pond 21 P.
11. Sheet C0.7 & all applicable sheets: Provide D&UE for Outlot B. Could provide blanket D&UE over entire lot,
however, then a portion would need to be vacated if/when Outlot B becomes a buildable lot. Also show potential
drain field location for septic system so it is protected.
12. Sheet C0.7 & all applicable sheets: The Oneida Street cul de sac can be left as is, or the City would accept an 80'
diameter temporary cul de sac. If/when Outlot B is developed, the temporary CDS would need to be removed and
extended to the south line of Outlot B. Alternatively, if a loop between Oneida St and Makah St is considered as
mentioned by the developer, Oneida St CDS would also be removed.
13. Sheet C0.9 & all applicable sheets: Identify a 50' wide Trail and D&UE on Outlot A that would extend from the
currently shown wood chip trail northwest to the plat boundary on the chance a future 17011 Avenue cul de sac is
constructed and either a secondary emergency vehicle access or wood chip trail connection is desired. 50' wide
easement allows for some flexibility in the future, excess if any could be vacated at a future date. Also recommend
providing 30' easement from new connection for aforementioned easement south to 16611 Avenue for same reason
if secondary emergency vehicle access is ever desired or required in future phases. This would have impacts to
1 17
proposed pond grading contours adjacent to 1661' Avenue, and accommodations now would be prudent to preserve
this option for a future date. Refer to additional Planning Dept comments regarding this topic.
14. Sheets C2.0, C2.7, C3.0, C3.7, C4.0 & C4.7: Draw a box around the extension of 170' Avenue to the east and add a
note stating "Potential Conceptual Future Layout (stormwater design and floodplain fill /mitigation calculations
incorporated into this phases design)." It should be noted that inclusion of this conceptual layout does not include
approval of this concept as the cul de sac length exceeds City Code requirements of 500' maximum nor is there any
consideration of a secondary emergency access provided to this extension.
15. Sheet C2.2: Label 20' paved width for emergency vehicle access.
16. Sheet C2.3, C2.4: Can remove "trail" from the easement description on Oneida Street and 16611 Ave. Only location
"Trail" easements are required are along the woodchip trail alignment, not along the streets.
17. Sheet C2.6: Label drainage & utility easement along Quapaw Street.
18. Sheet C2.7 & C6.10: Label 35' radii at 17011 Ave/Roanoke St intersection.
19. Sheet C3.OA: Refer to redlined Lot Tabulation for multiple inconsistentencies with the plans. Update HWL column
based upon Review #4 comments and updated stormwater model and verify that 2' separation from low floor to
HWL remains and/or update mounding calculations with revised basin HWL's.
20. Sheet C3.OA & all applicable sheets: Review and revise mounding calculation plots. Majority of plots on charts
have distance from pond and depth to HAWL that differ from the plans. Low floors may still work, but calculations
/ charts need to be verified and corrected.
21. (Review #3) Sheets C3.1 -C3.9 & C4.1 -C4.10: Per the City's Stormwater Management Plan, an EOF must be
provided at the 100 -Year HWL for all non -landlocked basins. Several ponds/basins do not meet this criteria.
Provide an EOF at the HWL, either with an OCS, overland, or other design. Response stated that I' freeboard
from HWL provided for all roadway lowpoints, which is required However, an EOFmust also be provided for
each basin at the design HWL per the City's Stormwater ManagementPlan. Multiple low areas do notprovide
EOF's at the HWL. Modifications are required, which may include construction of an OCS structure or revised
grading. IfEOFatHWL is notphysically feasible, engineering will review on a case by case basis Specific
locations called out in subsequentgrading plan and/or storm sewer plan comments, namely the equalizer
culverts planned between larger wetland basins
22. Sheets C3.1 -C3.9: General comment, in locations where basin EOF is overland, provide a detail of the stabilized
EOF with elevations and Enkamat or rip rap. Refer to Meadows at Peterson Farm for example. Minimum width of
base of EOF at HWL should be 10', unless modeled wider in Hydrocad models.
23. Sheet C3.1: For Basin 21 P, outlet pipes do not meet 15" inlet and 18" outlet from OCS minimums for structure to
be the EOF. However, an overland EOF is provided for 21 P in the rear of L7B4. Revise elevation of this EOF to
885.74 (HWL for Basin 21P). Provide 20' wide D&UE per previous comment along EOF alignment. Delete EOF
callout near the OCS structure.
24. Sheet C3.1: Add asterisk (*) and note by Ex. OCS 1203 rim elevations with note "*See C4.1 for proposed
elevations" so it is clear on this sheet those aren't the final rim elevations.
25. Sheet C3.1: Provide stabilized overland EOF detail for Basins 31P, 21 AP and 21P.
26. (Review #3) Sheet C3.2: Modify Basin 61P so it is not an infiltration basin. This basin is outside of the plat
boundary and dedicated D&UE so there is no ability to maintain this basin without going onto private property. Not
dons Delete "Infiltration "from low area label in plans Can still include exfiltradon in stormwater model,
though do not identify this as an infiltration basin as there is no D&UE over basin for maintenance
27. Sheet C3.2 (Review #3): Identify elevation of EOF for Basin 61 P. Update HWL based upon hydrology comments.
Label location and elevation in plans Response stated EOF elevation is 891.7 to south, but elevation is not
identified in plans
28. Sheet C3.2: Show location and label EOF for Wetland 6 (63P). Per model, it's 878.70.
29. Sheet C3.2: Revise EOF elevation for Basin 64.2P to be consistent with Hydrocad model of 887.44. Include arrow
around EOF text consistent with other EOF locations.
30. Sheet C3.3: For Basin 24.2P, extend the 884 contour line fiuther north and identify EOF at 884.0 to northwest.
Also bump out the 884 contour for the house pad to ensure EOF is channelized north and not into rear yard. Update
same basin HWL with hydrology comments.
31. Sheet C3.4: Revise design and shape of Basin 21.5P. If basin is expanded on south end, the entire lot is more
2 /8
useable for the fixture owner as D&UE would be revised. Still need a 1 % minimum swale from house pad, but if
it's above the basin HAIL it would not be encumbered by a D&UE. This is a suggestion not a requirement.
32. Sheet C3.4: Provide stabilized overland EOF detail for Basin 21.2P & 21.3P.
33. Sheet C3.4: Revise lot grading for Ll & L2, Bl so the EOF for Basin 21.3P is at the basin HWL elevation. Likely
need to slide the pad for L1B1 east to achieve this.
34. Sheet C3.4: Revise Wetland 4 (22P) EOF elevation to 878.50 so it's consistent with Hydrocad model.
35. Sheet C3.5: Is there any flexibility to move the drain fields for L9B 1 & L10B 1 north? Very limited space behind
house pads, impacting potential for a pool, shed, etc close to the house. Suggestion not requirement.
36. Sheet C3.5: Provide stabilized overland EOF detail for Basin 24.1P and if possible for Wetland 5A (not sure how
this would work across woodchip trail unless the EOF goes north).
37. Sheet C3.5: Review shape of Basin 24.1P on the north end, could wrap around north side of Wetland 5A. As
designed, the D&UE for this basin, coupled with the location of the septic drain field, will somewhat hinder access
and options/usability of north half ofL9B1.
38. Sheet C3.5: Extend the vehicle maintenance access (VMA) further north to the culvert outlets for Wetland 5A.
39. Sheet C3.5: Show HWL outline for Wetland 5A (24wP). Not clear if HWL is contained within the wetland, or does
it spill north to the northeast around 880.5'? Wetland 5A HWL doesn't match Hydrocad model.
40. Sheet C3.6: Check the bottom elevation label for Wetland 1(64P), listed as 877.5 in Hydrocad model.
41. Sheet C3.6: Provide stabilized overland EOF detail for Basin 72P as OCS rim elevation for outlet will be too high
for structure to be buildable.
42. Sheet C3.6: Label the infiltration shelf and revise leader for Pond 72P labels to pool location.
43. Sheet C3.6 & C3.7: Review all proposed fixture pad "stockpiles" for 1 acre of upland above the flood plain B
elevation, as flood plain B is what is used for D&UE boundary.
44. Sheet C3.6: For future lot "stockpile" locations, future septic fields are depicted with the flood plain B boundary,
which will be encumbered by a D&UE. If no other option is available on the lot, the City will allow an
encroachment agreement to be entered into (by the developer during the plat process) allowing the drain fields to be
above flood plain A but within flood plain B. This situation will happen on the two southern lots on the east side of
Quapaw Street on this sheet.
45. Sheet C3.6: Revise contours and provide stabilized EOF for Pond 74P to the east. Set EOF at basin HWL.
46. Sheet C3.6: Revise EOF elevation in ditch on west side of Quapaw St near top of sheet to be 880.7 1, which is the
HWL for Pond 71 further north.
47. Sheet C3.6: Revise contours for culvert between Wetland 1 (64P) and Wetland 3 (66sP) to daylight.
48. Sheet C3.6, C3.7 & all applicable sheets: Correct Wetland 3 labels from (66P) to (66sP).
49. Sheet C3.7: Label the infiltration shelf and revise leader for Pond 75P labels to pool location.
50. Sheet C3.7: Revise Wetland 2 (73P) HWL to match Hydrocad model of 880.75.
51. Sheet C3.7 & C4.7: Provide stabilized overland EOF detail for Basin 73P & 75P as OCS rim elevation (at HWL)
for outlet on 75P will be too low for structure to be buildable. For Wetland 2 (73P), the Hydrocad model has this
EOF at 880.10 and 10' wide, so it will discharge below the HWL.
52. Sheet C3.7: For the fixture extension of 170'h Ave, show 4:1 slopes for contours and show rip rap on both ends of the
culvert as this will likely be an equalization pipe.
53. Sheet C3.7: Label Pond 73dP, and identify EOF at elevation 888.51 to east in ditch.
54. Sheet C3.7: Revise HWL for Pond 76P to 883.42 to match Hydrology model. Review Review EOF for same basin,
appears might not work as shown between future lot pads / stockpile location. Would work best at the east end of
the ditch, profile stabilized EOF detail.
55. Sheet C3.7: Label Wetland 3 (66nP) north of future 170'h Ave extension and Wetland 3 (65P) on page bottom.
56. Sheet C3.8: If any revisions to flood plain fill areas, update calculations. Add under "Proposed Impacts",
"Floodplain A (Below 878.3) = 0 CY" to clarify that no fill is proposed within Flood Plain A with this phase.
57. Sheet C3.8: Add note to Flood Plain A "......= 5,460 CY (Below FPA to 876.0**)." Then add note below
mitigation table stating "**876.0 is the OHWL for DNR 2-87W and also the "Highest Anticipated Ground Water
Level" (HAWL) within the plat boundary per Braun Intertec analysis dated 11/28/22."
58. Sheets C4.0 - C4.10: Carry out all storm sewer pipe grades to two decimal places, verify with Hydrocad model.
59. Sheet C4.1: Revise OCS 1203 to say "Raise SOUTHWEST inlet to...." �q
3
60. Sheet C4.1: For Basin 21.5P, add OCS with rim at basin HWL. Outlet one pipe size greater than inlet pipe.
61. Sheet C4.2: For OCS 106, 48" structure will work vs 60". Correct pipe grades to match Hydrocad model.
62. Sheet C4.3 & C4.8 (Review #3): Review outlet configuration for Basin 64.3P, it does not appear to be buildable.
Basin HWL does not match Hydrocad model. OCS was removed from plans, however, it is required to provide an
EOF at the HWL Review 3 comment was in relation to modifying the pipe elevations so the structure could be
built Include OCS at this outlet with EOF atHWL
63. Sheet C4.3 & C4.8: For Basin 24.3P, concern with EOF overtopping road and casting as basin outlet prone to
plugging. Move OCS from north side of 166th Ave to south side in Basin 24.3P. Install short inlet pipe into OCS,
with outlet pipe (one pipe size larger than inlet) discharging directly into Pond 24.1P. Basin 24.2P outlet can be a
normal culvert (model size in Hydrocad) with EOF to north around 884.0. Revise storm sewer profiles and basin
HWL's accordingly.
64. Sheet C4.6 & C4.9: Outlet configuration for Pond 72P is not buildable (top of pipe higher than proposed rim
elevation). Raise rim elevation for OCS 128 (can be manhole casting) and provide a separate stabilized EOF to
Wetland 1 at the basin HWL. Label the FES on the inlet pipe with elevation.
65. Sheet C4.6: Stormwater flows from FES 124 to FES 125 in most situations, reverse pipe grade, similar to pipe
under future 170th Ave extension. Culvert length likely needs to be extended so it daylights at both ends. Keep the
note "EOF via culvert" pointing southwest as ULTIMATELY that is the EOF for the basins to the north above the
2-100 Year B -B events.
66. Sheet C4.7 & C4.10: Outlet configuration for Pond 75P is not buildable (top of pipe higher than proposed rim
elevation). Raise rim elevation for OCS 201 (can be manhole casting) and provide a separate stabilized EOF for
Pond 75P to Wetland 3.
67. Sheet C4.7 & C4.9: Extend length of culvert between FES 170 and 171 to tie into proposed grading contours.
68. Sheets C4.8 -C4.10: Cary thin comments and revise storm sewer profiles per previous comments. Verify all match
revised Hydrocad models.
69. Sheet C4.10: Delete note 13 (no longer used).
70. Sheets C6.2, C6.8 & C6.9: Label pink hatch as "Subgrade Excavation."
71. Sheet C6.7: Proposed elevations not showing up in trail profile. Why are there proposed cut and "berm" fill areas in
the profile where circled in plans? Show culverts out of Wetland 5A in profile. Add profile for trail to northwest
plat boundary per previous comments.
72. Sheet C6.9: For the portion of 170th Ave proposed with this phase, proposed elevations are not showing up in
profile. Vertical curve at station 1+60.23 does not meet design speed (for AD of 5.37°/x, curve length = 265').
Likely need to flatten out the 4.76% grade to reduce vertical curve length to something that works. Label the grade
on east end of this curve. How will profile tie into existing grade there's a 2'+/- gap from existing to proposed
grade. Add vertical curve at 0+29.53. As this location is coming up to a stopped condition, a 50' vertical curve
would be acceptable in this location only.
73. Sheet C6.9: Likely need to raise Quapaw Street north end to match revisions to 170th Avenue listed above.
74. Sheet C6.10: Label 35' radii at 170th Ave/Quapaw St intersection. Also, only need 12' lanes on Roanoke Street.
Widths greater than 12' are acceptable, however, they extend the limits of improvements with tapers. Anoka
County will need to review and comment on improvements on County Roads.
75. Sheet C7.1: For Detail 9, add information about necessary concrete footing and bolts for install.
76. Sheet C7.3: hi Detail 3, either fill in the table, or add note "See storm sewer plans" on top of the table.
77. Review redlines plans for additional comments and return redlined plans to City with next resubmittal.
78. Additional comments pending further review.
The following comments are regarding the Hydrology Report Review #3•
1. (Review #1) Print out the Node Summarytables for each model (north, south, and west) so it can be verified that total
areas between existing and proposed models match, and also to compare to the Meadows model. Response andPage I
introduction stated there is a L268 acre difference between total area in a dszingandproposed models, with excess
added to East model in Phase 2. Provide information on where this was added and what, ifany, impacts are
associated to Phase 2 with this change HWL'sforPhase 2 should notincrease with thisphase asD&UE'sare taken
up to those elevations
20
4
2. (Review #3) Appendix I is missing from the report Mounding calculations were submitted under separate coverbut shall
be included in Appendix I of the report. Response stated info provided in table on sheet C3 OA. Table only notes iflow
floords based upon AppendixA ofNmeAFde Creek HMO, doesn'tshow char/s/calcs verifyingthatlowAors will
work Provide charts/caks inAppendixl ofthe drainage report Spot check was made ofseveral mounding
calculation plots on the chars and there are differences between pkms and charts with distancefrom pond and depth
to HAWL formul*le lots Re -check all applicable lotsplotpoints on the chars.
3. (Review #3) In proposed West model, add pond and drainage area for basin on west side of Roanoke Street that flows into
64P. The ultimate EOF is south ofthe basin west ofRoanoke Street at 880+/- as identified in the regional model prepared
for this area. Not done. Response comments stated not including this, which was included in the Civil Methods model;
would be consenudve. Ackarlly the opposite is true, not includingtheflowfrom west of 7h into Pond 64P would result
in less water (andHWL's) into the site, therebypotendally impacting tail water effects in any basin discharging into
64P, 66sP, 66nP, etc. Usdngmformation from the regional modelprepared by CdvllMethodsfor this basin area, Tc
and basin volumes is acceptable As discussed over thephonepriorto these comments, the culvert under 7h is
submerged, andflow is west to east until the 2-100yearB B storm is aweeded That being the caw, modeling
backflow isnotnecessary as allflow within the 2-100 YearB B eventand below would flow west to east across 7"
Avenue into the sites Show tributary areafor west of 7's In drainage area maps
4. For all models, incorporate revisions to storm sewer and outlets described in above comments. Make sure plans and
model are consistent with any revisions made, not all detailed in following hydrology report comments.
5. In proposed West model for Basin 63P, start routing at basin outlet elevation.
6. (Review #3) In the proposed West model, the outlet for Pond 64.3P is not buildable based upon rim and invert elevations
for OCS. Routing not started at outlet elevation. Model EOF elevation. Update and revise HWUs accordingly. OCS
with EOFatHWL needs to stay in pkms See redlines on sheet C4.3 for option. In lrstreview, westlE out ofOCS
was too high which is why it was notbud dable asproposed
7. In proposed West model, Pond 64P should be routed to Pond 66sP. Per the regional model and the fact that the culvert
under 7'' Ave west of 64P is submerged, 64P actually drains northeast until elevation 880+/- is exceeded (ultimate EOF
west of 7d' Ave), which is above the 2-100 year B -B storm events. Include culvert outlet from 64P to 66sP in model and
start routing for 64P at proposed culvert outlet elevation. Likely need to extend culvert to get to daylight compared to
current plan length Culvert under Roanoke St should be included in node for pond west of Roanoke St flowing into 64P.
8. In proposed West model, Pond 65P should be routed to 66sP per maps not 66nP as currenflymodeled.
9. In proposed West model for Pond 66nP, include culvert under 170'b Avenue extension as there could be reverse flow in
events less than the design event—if modeling shows this will not happen, then not necessary to include in model. Likely
need to extend this culvert to daylight in 66sP and 66nP models.
10. In proposed West model for Pond 72P, start routing at outlet elevation.
11. In proposed West model for Pond 75P, discrepancy in basin bottom from plans to model (877.45 vs 877.5)
12. In proposed West model for Pond 76P, start routing at outlet elevation.
13. In the proposed West model, subcatchment 68s does not show up on the map. Per model drains to Pond 66nP. Show
where this subcatchment is on map.
14. In proposed North model for Pond 21.2P, add 18" pipe into model as an outlet in case barrel controls discharge.
15. In proposed North model for Pond 21.5P, add OCS for EOF even ifrevcrse Bade inlet pipe doesn't work due to elevation.
16. In proposed North model for Pond 24.2P, outlet should be horizontal not vertical orifice.
17. In proposed North model for Pond 24.3P, refer to comments above, eliminate casting inlet and incorporate OCS draining
directlyinto Pond 24.1P, not thin 24.2P. Separate outlets for 24.2 and 24.3P.
18. In proposed North model for Pond 24wP (Wetland 5), review existing topo. Is HWL contained within the basin or does it
flow overland below the design HWL? May need to revise basin elevation/area data accordingly.
19. Additional comments pending further review.
Note: It is a requirement that the Developer respond to each of these items in writing (tet digital copy from City
and type responses below original comment) when re -submitting the revised plat to the City. If you have any
questions, feel free to contact David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133 or
Jason Law, Assistant City Engineer at (763) 767-5130.
21
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304
(763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
NOTICE OF PUBLIC HEARING
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
The Planning and Zoning Commission of the City of Andover will hold a public hearing at 7:00
p.m., or as soon thereafter as can be heard, on Tuesday, August 8, 2023, at Andover City Hall,
1685 Crosstown Blvd. NW, Andover, to review the following request:
Public Hearing: Consider a Preliminary Plat for the third phase of the Petersen Farms
development which will be known as Legacy at Petersen Farms. (Applicant — JD
Andover Holdings).
The public hearing for the Preliminary Plat with the following legal description:
The South Half of the Southwest Quarter of Section 7, Township 32, Range 24, Anoka
County, Minnesota.
Except that part of said South Half of the Southwest Quarter described as follows; Commencing
at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed
bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said
Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees
29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01
seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a
distance of 778.17 feet to the Point of Beginning of the property to be described; thence South 89
degrees 46 minutes 20 seconds West a distance of 59.68 feet; thence South 00 degrees 14
minutes 21 seconds East a distance of 225.28 feet to the northerly right of way line of ANOKA
COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence North 89 degrees 46 minutes 20
seconds East along said right of way line, a distance of 17.47 feet; thence easterly along said
right of way line and also along a tangential curve, concave to the south, said curve having a
radius of 1152.20 feet and a central angle of 12 degrees 25 minutes 43 seconds, for a distance of
249.94 feet; thence North 89 degrees 46 minutes 20 seconds East, not tangent to said curve and
along said right of way line, a distance of 252.89 feet; thence North 00 degrees 16 minutes 59
seconds West a distance of 127.20 feet; thence North 56 degrees 58 minutes 11 seconds West a
distance of 228.08 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of
267.85 feet to the Point of Beginning.
Also excepting that part of said South Half of the Southwest Quarter lying northerly, easterly and
northeasterly of a line described as follows: Commencing at the southeast corner of said South
Half of the Southwest Quarter; thence North 00 degrees 37 minutes 23 seconds West, assumed
bearing, along the East line of said South Half of the Southwest Quarter a distance of 493.90 feet
to the Point of Beginning of the property to be described; thence northwesterly a distance of
22
250.89 feet along a non-tangential curve concave to the North having a radius of 455.00 feet, a
central angle of 31 degrees 35 minutes 38 seconds, a chord length of 247.73 feet and a chord
bearing of North 80 degrees 06 minutes 33 seconds West; thence North 00 degrees 00 minutes
00 seconds East a distance of 513.77 feet; thence North 51 degrees 54 minutes 00 seconds West
a distance of 417.52 feet to a point on the North line of said South Half of the Southwest Quarter,
distant 563.74 feet west of the northeast corner of said South Half of the Southwest Quarter and
there terminating.
Also Excepting that part of said South Half of the Southwest Quarter described as Commencing
at the northeast corner of said South Half of the Southwest Quarter; thence on an assumed
bearing of South 89 degrees 52 minutes 15 seconds West, along the north line of said
Southeast Quarter of the Southwest Quarter, a distance of 975.88 feet; thence South 04 degrees
29 minutes 59 seconds West a distance of 231.03 feet; thence South 85 degrees 30 minutes 01
seconds East a distance of 240.00 feet; thence South 04 degrees 29 minutes 59 seconds West a
distance of 778.17 feet; thence South 89 degrees 46 minutes 20 seconds West a distance of 59.68
feet; thence South 00 degrees 14 minutes 21 seconds East a distance of 225.28 feet to the
northerly right of way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4;
thence South 89 degrees 46 minutes 20 seconds West along said right of way line a distance of
690.75 feet to the point of beginning of the property to be described; thence North 00 degrees 13
minutes 54 seconds West a distance of 231.76 feet; thence North 39 degrees 55 minutes 46
seconds East a distance of 313.07 feet; thence South 52 degrees 46 minutes 42 seconds East a
distance of 266.17 feet; thence northeasterly 59.30 feet along a non-tangential curve concave to
the southeast having a radius of 325.00 feet and a central angle of 10 degrees 27 minutes 18
seconds and a chord bearing of North 42 degrees 26 minutes 57 seconds East; thence North 47
degrees 40 minutes 36 seconds East, tangent to last described curve a distance of 173.75 feet;
thence North 42 degrees 54 minutes 56 seconds West 396.30 feet; thence North 86 degrees 38
minutes 14 seconds West 443.22 feet; thence southwesterly 242.80 feet along a non-tangential
curve concave to the west having a radius of 855.00 feet and a central angle of 16 degrees 16
minutes 15 seconds and a chord bearing of South 21 degrees 46 minutes 39 seconds West; thence
North 60 degrees 05 minutes 13 seconds West, not tangent to last described curve, a distance of
50.00 feet; thence South 29 degrees 54 minutes 47 seconds West a distance of 72.10 feet; thence
southwesterly a distance 116.04 feet along a tangential curve concave to the west having a radius
of 275.00 feet and a central angle of 24 degrees 10 minutes 39 seconds; thence North 38 degrees
15 minutes 24 seconds West, not tangent to last described curve, a distance of 527.74 feet;
thence North 09 degrees 26 minutes 21 seconds West a distance of 297.54 feet; thence North 45
degrees 52 minutes 15 seconds East a distance of 147.35 feet to a point on the North line of said
South Half of the Southwest Quarter, said point being 2213.14 feet west of said northeast corner
of the South Half of the Southwest Quarter as measured along the North line of said South Half
of the Southwest Quarter; thence South 89 degrees 52 minutes 15 seconds West along said north
line of said South Half of the Southwest Quarter a distance of 569.33 feet to the east line of
ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00 degrees 10
minutes 26 seconds West along said right of way line a distance of 435.62 feet; thence southerly
a distance of 189.16 feet along said right of way and a tangential curve to the left with a radius of
1032.20 feet and a central angle of 10 degrees 30 minutes 00 seconds; thence a distance of
918.79 feet along said right of way and a tangential compound curve to the left with a radius of
758.53 feet and a central angle of 69 degrees 24 minutes 03 seconds; thence a distance of 189.16
feet along said right of way and a tangential compound curve to the left with a radius of 1032.20
feet and central angle of 10 degrees 30 minutes 00 seconds; thence North 89 degrees 46 minutes
Z3
20 seconds East tangent to last described curve and along said right of way line a distance of
402.65 feet to the Point of Beginning.
Also Except all that part of the Southwest Quarter of the Southwest Quarter of Section 7,
Township 32, Range 24, that lies southerly and westerly of County State Aid Highway No. 7.
And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT
NO. 4.
The North Half of the Southwest Quarter of Section 7, Township 32, Range 24
Except that part of said North Half of the Southwest Quarter described as follows: Beginning at
the southeast corner of said North Half of the Southwest Quarter; thence South 89 degrees 52
minutes 15 seconds West, assumed bearing, along the south line of said North Half of the
Southwest Quarter, a distance of 563.74 feet; thence North 02 degrees 09 minutes 06 seconds
West a distance of 366.16 feet; thence North 42 degrees 15 minutes 47 seconds West a distance
of 150.67 feet; thence North 50 degrees 50 minutes 49 seconds West a distance of 239.20 feet;
thence North 27 degrees 50 minutes 36 seconds East a distance of 574.09 feet; thence South 79
degrees 45 minutes 31 seconds East a distance of 167.87 feet; thence South 62 degrees 37
minutes 08 seconds East a distance of 276.17 feet; thence North 27 degrees 22 minutes 52
seconds East a distance of 372.95 feet to the northeast corner of said North Half of the Southwest
Quarter; thence South 00 degrees 37 minutes 23 seconds East, along the East line of said North
Half of the Southwest Quarter a distance of 1309.18 feet to the Point of Beginning.
Also except that part of said North Half of the Southwest Quarter described as follows:
Commencing at the southeast comer of said North Half of the Southwest Quarter thence on an
assumed bearing of South 89 degrees 52 minutes 15 seconds West along the south line of said
North Half of the Southwest Quarter a distance of 2213.14 feet to the Point of Beginning of the
property to be described; thence North 45 degrees 52 minutes 15 seconds East a distance of
410.01 feet; thence North 01 degrees 45 minutes 00 seconds West a distance of 337.80
feet, thence 55 degrees 30 minutes 00 seconds East a distance of 151.86 feet, thence South 69
degrees 02 minutes 17 seconds East a distance of 185.51 feet; thence South 63 degrees 12
minutes 57 seconds East a distance of 142.33 feet; thence South 85 degrees 09 minutes 46
seconds East a distance 175.66 feet; thence North 20 degrees 56 minutes 01 seconds West a
distance of 436.29 feet; thence North 29 degrees 58 minutes 14 seconds East a distance of 394.93
feet to the North line said North Half of the Southwest Quarter; thence South 89 degrees 58
minutes 14 seconds West, along said North line, a distance of 1491.19 feet to the easterly right of
way line of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 4; thence South 00
degrees 10 minutes 26 seconds West along said right of way line a distance of 1313.96 to the
South line of said North Half of the Southwest Quarter; thence North 89 degrees 52 minutes 15
seconds East a distance of 569.33 to the Point of Beginning.
And also Except Parcel 8 as shown on ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT
NO. 4.
The public hearing listed above is to consider a preliminary plat for a third phase of the
development (to be known as Legacy at Petersen Farms) which would involve approximately
Z`(
thirty-three single family lots. The site is generally located north of 165th Avenue North, south of
170th Avenue North, east of Roanoke St NW, and west of Inca St NW.
There are several ways to participate in this process. You can attend the public hearing, send a
letter, or e-mail to be added to the public record. Please send all email comments to
publiccomments@andovermn.gov with the subject line "August 8' PZ Meeting" by 2:00 p.m.
the day of the meeting. Staff reports summarizing these items will be available prior to the
meeting. Please contact Peter Hellegers, City Planner with any questions at (763) 767-5147 or
p.hellegers@andovermn.gov
ne? �4 y
Peter Hellegers, City Planner
Publication date: July 28, 2023
25
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ANDOVER, MINNESOTA
NORTH
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LEGACY AT
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INDEX
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16M6 NKRV.NW
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PRELIId WARY PLAT
INDEX
C0.3
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smm R degxa M nvnea «ssoa wea amp «b xamYm, a aMaxe d 1490.1 a mx b ex eaamM yY a m Mb a oxau
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mwwasaub M1va.awvren.
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Noe! Tablu
Pared Table
Parcel Tads
Gnwn
]yAAIE al.
}4.
Lo/BN
Area
al.
4al
OM
0.1%
s..
loW
1.
33141« al.
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saMm IXyu]1rt�aNa»axamEmtabeh FnlbauJNaTIW d W ]aAnalOuabaaf Wwd1JE.la Nelb
M VdaalBpmp.
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wlaMa sw..adaeawrnaw a.maawmae eaaap asomfia aaq.mu rsaea=mw«I gn,9M1wm Irea«M
Imm xadnbsas..aow.lamwmaunuMn mM1 vwaeapl..4 arogovYybba aYobaa:4w.Y xmnas
aaq.Yu.+.t«+saaamEaaa4amwa1f4.41 mtm.xan 41 aePe.u.mm.m,.mm,ww,ra..reamw
mat_.... uay.aama:.n«ma.ama Eau.mmrealsLUMau..mswnwaagaYua..aanawamaEmla
aawalMR mxebwsmmuapreaa RR.wnaaaraudammwafaxmwt6+a. swnuay.+re
r Ym le a.am un a avmm. nsM lYt u.�re xan» apmm u Yb.ua 91 «oaa wm. aaaore a luz9 «d na,«
xsu» aa9ma u e»n«w «oa oma a a�mm a somas rex b n. x.n Mm w xon xs a M1 swua,wl o -mm, m,nm
smm R degxa M nvnea «ssoa wea amp «b xamYm, a aMaxe d 1490.1 a mx b ex eaamM yY a m Mb a oxau
cwxnxprwnrxrAnawcr lurxo a:wn.samwagemlonMm a,.mq.ww.bv=.byild.aylre.
axao«a nna6 m w sam mm a au xan Xm oma swe,.a o.mt n.w xxn m ay«a u maY l s aa�«m Eel,
mwwasaub M1va.awvren.
xe,ao s,®vlvwlere ae.. a.muN.ca.MrxlamvArwr+aoFwnr nnr xo.a.
MAIN STREET
TYPICAL LOT DETAIL
xoscuE
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
(Not to Scale)
0
1
2D 20
Being 10 feel in wid and adjoining lot
lines, unless alherwis shown and 20 feet
in width and adjoining right of way lines as
shown an the plat.
JD ANDOVER HOLDINGS,LLC
16300JUNPERST.NW
MDOV R.MNNESOTA5
ru,naWav
LDbWR
I
LEG�ACCY
-
Ilv 110
ANDOVER, MINNESOTA
e,mm xo-aa,w.x.r..u.umx I oc
910-
NORTHN. 35N6CCIII y091p
Cdler•.r•ua
0 200 400
q
it•N�Mv,vermsnspsvwnwawannrwi•n '
wW+msw Wnw.
PRELIMINARY PLAT RESUBMITTAL
07/0712023
L A N D F O R M
RneStlsft 9 • •
1O5Sa.MFIMAvenue Tel 612-252-9070
Saile513 Fax: 612-252-9077
Minll M55.MN554O1 Web: Iandfolm.net
FILENAME DW2LDPo02L03.Mq
PROJEa NO. LDP17002443
Kjwy
Noe! Tablu
Pared Table
Parcel Tads
Palml#
Lo/BN
Area
Udmid
Fared#
Lo MR
Ma
PanxINM714
Area
Upland
1
In
1.56
m
13
1R
1.95
25ILI
1.W2
211
1.59
1.59
14
212
1.75
NIN
1.85
3
311
1.50
1.22
15
Al2
223
JU*nd
271.53
1.52
4
411
150
0.99
16
412
2.02
281.51
a5
511
IZ2
0.75
17
Ouu8
1.88
a1S3
a6
NI
1.79
1.14
18
to
1S0
39Im
a
7
111
2.v
in
19
213
1.50
a
311.51
Al
0
On
2.24
1.17
m
N
I
All
32
Be
1,55
155
9
911
2.18
1.12
21
413
1.50Im
n
914
1.65
1.51
10
1011
1.89
1.53
22
53
1.50
m
OUW1A
10.fi6
Ate
11
ttli
1.Si
1.13
23
BI4
1.50
36
WOOUN3YRO7
3.15
12
iLt
2.66
1.61
24
713
1.56
MAIN STREET
TYPICAL LOT DETAIL
xoscuE
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
(Not to Scale)
0
1
2D 20
Being 10 feel in wid and adjoining lot
lines, unless alherwis shown and 20 feet
in width and adjoining right of way lines as
shown an the plat.
JD ANDOVER HOLDINGS,LLC
16300JUNPERST.NW
MDOV R.MNNESOTA5
ru,naWav
LDbWR
I
LEG�ACCY
-
Ilv 110
ANDOVER, MINNESOTA
e,mm xo-aa,w.x.r..u.umx I oc
910-
NORTHN. 35N6CCIII y091p
Cdler•.r•ua
0 200 400
q
it•N�Mv,vermsnspsvwnwawannrwi•n '
wW+msw Wnw.
PRELIMINARY PLAT RESUBMITTAL
07/0712023
L A N D F O R M
RneStlsft 9 • •
1O5Sa.MFIMAvenue Tel 612-252-9070
Saile513 Fax: 612-252-9077
Minll M55.MN554O1 Web: Iandfolm.net
FILENAME DW2LDPo02L03.Mq
PROJEa NO. LDP17002443
Kjwy
Et_ — —_ ..___._ _---_ _—_.
---------------------------------------
JD ANDOVER HOLDINGS,LLC
\\ 163e0JUNIPER3T.NW
\ ANDOVER MWNE60TA53391
I I � TUlnn,xosnza
MATCH LINE
I I \
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p=10'2TlB'16'
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2
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PRELIMINARY PLAT RESUBMITTAL
0710712023
L A N D F O R M
Bt>e6 UFWLb
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2
/
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million
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PRELIMINARY PLAT RESUBMITTAL
0710712023
L A N D F O R M
Bt>e6 UFWLb
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JD ANDOVER HOLDINGS,LLC
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B B•
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Callwa•ywc
0 50 l oouyj
PRELIMINARY PLAT RESUBMITTAL
07/0712023
L A N D F O R M
Ns,611em Rbl,
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c
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07/0712023
L A N D F O R M
Ns,611em Rbl,
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B B•
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Callwa•ywc
0 50 l oouyj
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07/0712023
L A N D F O R M
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LEGACY
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ANDOVER, MINNESOTA
B B•
0 V6.
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Callwa•ywc
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07/0712023
L A N D F O R M
Ns,611em Rbl,
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07107/2023
L A N D F O R M
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07107/2023
L A N D F O R M
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REMOVALS INSET 4
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Call e.3u. w+l=
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0710712023
L A N D F O R M
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0710712023
L A N D F O R M
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07107023
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PRELIMINARY PLAT RESUBMITTAL
07107023
L A N D F O R M
F smft M
1056aNFlMA.. TY'. 612252 M
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07107/2023
L. A N D F O R M
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call d
0 50 100
PRELIMINARY PLAT RESUBMITTAL
07107/2023
L. A N D F O R M
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ANDOVER, MINNESOTA
0 Q.
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COII w17.vwT
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071072023
L A N D F O R M
fl Sftft Rehb
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04 -
NORTH
w ~.BelowNemimi .
CallwbmrOY<
0 200 400
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PRELIMINARY PLAT RESUBMITTAL
07/0712023
L A N D F O R M
pp•SIYblbhh
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&W 513 Fm: 612-2529012
MWrwpWs, MN 55001 We. WmfaFm.Ret
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a
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JD ANDOVER HOLDINGS,LLC
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ANDObFA, MNNESOTASSJOI
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ANDOVER, MINNESOTA
04 -
NORTH
w ~.BelowNemimi .
CallwbmrOY<
0 200 400
Y7
PRELIMINARY PLAT RESUBMITTAL
07/0712023
L A N D F O R M
pp•SIYblbhh
IMMFMAre ue TN: 612 2W9 29 0 20
&W 513 Fm: 612-2529012
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FU NAME CMLO 29 d3
MWECTNO. LO%IW2W3
\ 2
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s
2'2$6.89 /
4R2.'45155.00
5'30•
x'212.23
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16 hNKRST."
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/ 3
., - --T-----, I EXCEPTION \ \ ® B
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6
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r 0//0912023
IMSYbINA • •
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JO ANDOVER HOLDINGS,LLC
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/ 3
., - --T-----, I EXCEPTION \ \ ® B
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6
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r 0//0912023
IMSYbINA • •
Im Scum Fit n. . TN: 61235.8070
Buu 513 Fu 612252-Wn
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GRADING, DRAINAGE. & EROSION
CONTROL PLAN INDEX
C3.0
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Design Rate
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LOT BY LOT TABLIATION
r
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Ele.aon
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899.50
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891.00
891.00 7
891.87
890.52
891.64
874.75
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889.50
890.52
891.64
875.0
891.70
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881.60
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882.77
87625
892.60
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88450
8111.60
879.804
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881.60
879.604
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865.50
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884.71
885.97
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686.50
5
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1188.50
881.71
885.97
877.0
891.60
6
3
R
897,00
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897.00
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Wli18
87600
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7
3
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6B
894.50
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ULM
890.40
89228
876.0
895.30
4
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900.00
TO
895.00
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891.414
591.70
815.93
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2
4
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899.50
BO
894.50
891.0 7
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891.45
89125
875.00
894.80
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4
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891.50
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890.60
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895.10
4
4
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897.0
TO
892.0
118850 7
858.93
8118.14
888.78
875.30
892.80
5
4
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898.0
6.9
88950
889.50
88].74
885.74
885.74
875.30
69520
6
4
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7
4
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899.30
8.0
890.80
890.80
885.63
886.37
885.10
874M
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8
4
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899.30
6.9
890.80
890.80
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885.764
885.76
874.00
896.10
9
4
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Bill
7.4
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888.00
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885.76
814.00
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note 2
below
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Design Rate
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Basin ID
Permeability
Design Rate
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Permeability Tart
Rate Required
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Number of
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21
0.45
2,080
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325
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1
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24.1
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5,840
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61
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3,266
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62
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13,170
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62.1
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62.2
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2,885
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2
64.1
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1,246
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64.2
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2,714
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2
72
0.2
2,210
0.4
2
75
0.2
2,865
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•
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L A N D F O R M
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ANDOVER, MINNESOTA
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0710712023
L A N D F O R M
U t es,4bR1M
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1055VUNFMNAvenee Tet aS2-M-W70
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L A N D F O R M
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07/0712023
•
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PRELIMINARY PLAT RESUBMITTAL
07/0712020
L A N D F O R M
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07/0712020
L A N D F O R M
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0710712023
L A N D F O R M
lffi ' MFIMAv,ue Tel: 613252-9070
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0710712023
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e.� eW.nv..orm. on
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PRELIMINARY PLAT RESUBMITTAL
07/07/2023
L A N D F O R M
eanSbbliYC,
1056PUMFAMAvenee Tel, 612352-8070
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e.� eW.nv..orm. on
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07/07/2023
L A N D F O R M
eanSbbliYC,
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IWW JUNKA V. NW
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tir
ANDOVER, MINNESOTA
90 -
NORTH
oo•~. Below.
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0 100 200
(v5
PRELIMINARY PLAT RESUBMITTAL
0710712023
L A N D F O R M
(m3lblb16
1%S t FIM Avenue TM: 612352 WM
SYNe 513 F.! 612352-9011
Mim•ep0s, MN 5 1 Web: IeM1.'W
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tir
ANDOVER, MINNESOTA
90 -
NORTH
oo•~. Below.
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0710712023
L A N D F O R M
105$ FlM Avenue TO 6122529070
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1MJUNPERU..NW
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1MJUNPERU..NW
AN00VER, MNNESOTA 55306
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