HomeMy WebLinkAbout03-03-25 - Council Work Session AgendaCITY
IN KE
CITY COUNCIL AGENDA
Updated 2/28/25
Monday, March 3, 2025
City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz
Interim City Administrator: Dave Pecchia
COUNCIL WORK SESSION, 6:00 P.M.
Council Chambers (Not televised) I No Public Comment allowed per the Rules of Decorum
Item # Topic Time (Estimated)
1. Call to Order and Roll Call 6:00 PM
2. Setting the Agenda: Addition or Deletion of Agenda Items 6:00 PM
3. Administration Update, Dave Pecchia 6:00 PM — 6:15 PM
4. Update on City Administrator Search, Meg Sawyer 6:15 PM — 6:35 PM
5. Burque Estates PUD Concept Plan, Katie Larsen 6:35 PM — 7 :05 PM
6. Public Works Facility, Const. Manager RFQ/RFP, Michael Grochala 7:05 PM — 7:20PM
7. Backup Building Insp. & Plan Review Service, Michael Grochala 7:20 PM — 7:35 PM
8. Public Safety Department Q4 Update, Curt Boehme 7:35 PM — 7:45 PM
9. Notices and Communications, City Council 7:45 PM — 8:00 PM
ADJOURNMENT
This timeline is tentative. The final timeline will be set after the City Council's decision to proceed.
Decision by Council to
December 23,'2024
proceed
■ Meet with staff, stakeholders, and each member of the Council
Project Kick-off &
■ Gather all pertinent background information
January 8,'2025
Information gathering
■ Gather salary information and review job description
■ Review scope of process
Professional position
profile
Develop position profile and advertisement.
January 20, 2025
Approve position profile
Council approves profile, job description, salary range, scope of work,
January 27, 2025
and scope of work
and timeline.
■ Post position upon approval of profile
January 28, 2025-
Candidate recruitment
■ Comprehensively advertise
February 25, 2025
■ Direct outreach and recruitment of prospective candidates
Screening of applicants
DDA HR will review and rank applicants based on job related criteria &
February 26, 2025
desired attributes and select semifinalists.
Personality Index
DDA HR will administer a Work Personality Index Select to all
March 16, 2025
semifinalists.
Video interview
Each semifinalist will complete a video interview.
March 16, 2025
Selection of finalists
0 Council selects finalists for interviews.
March 24,'2025
DDA HR will notify candidates not selected as finalists.
Includes:
■ Criminal background: county, state, national
Background check of all
■ Sex offender registry
April 7, 2025
finalists
■ Social Security number verification
■ Education verification
■ Credit check
DDA HR will conduct reference checks with current and/or former
employers on all finalists assessing each candidate's:
■ Role and responsibilities
Reference check on all
• Performance and strengths
finalists
Leadership and management style
April 7, 2025
■ Communication and interpersonal skills
■ Community engagement
■ Areas for improvement
■ Overall fit with organization
Intellect profile
DDA HR will administer an intellect profile measuring verbal reasoning,
April 7, 2025
mathematical and logical reasoning, and overall mental'. aptitude.
DDA H R will provide the Council information including:
■ Summary of references
Finalist packet
0 Results of background checks
April 8, 2025
Intellect Profile and Work Personality Index Select reports
• Video interview
■ Resumes, etc.
DDA HR will prepare all interview materials and be present at all
2025
Interviews
interviews and other functions to assist in facilitation. It is recommended
Specialril Meeting
that Council interviews be at asp meeting.
Decision
Council will select candidate for offer.
April 15 2025
DDA HR will present offer to and negotiate an agreement with the
Offer and agreement
recommended candidate based on the parameters established by
April 18, 2025
Council
Projected start date
New Administrator begins.
May 2025
CITY COUNCIL
WORK SESSION STAFF REPORT
ITEM NO. 5
STAFF ORIGINATOR: Katie Larsen, City Planner
WORK SESSION DATE: March 3, 2025
TOPIC: Burque Estates PUD Concept Plan
BACKGROUND
Review Schedule:
Complete Application Date:
January 14, 2025
60-Day Deadline:
March 15, 2025
Environmental Board Meeting:
January 29, 2025
Park Board Meeting:
February 5, 2025
Planning & Zoning Board Meeting:
February 12, 2025
City Council Work Session:
March 3, 2025
City Council Meeting:
NA
The applicant, Lino Lakes Partners, LLC, is proposing a residential development south of North
Pointe, east of CSAH 54 (20th Avenue) and west of 1-35E. The development contains three (3)
parcels totaling approximately 59 gross acres and 58 housing units. The proposed development
is called Burque Estates.
The Land Use Application is for the following:
• PUD Concept Plan/Concept Plan ("concept plan")
Future land use applications may include:
• Rezone property from R, Rural to R2, Two -Family Residential or PUD, Planned Unit
Development
• PUD Preliminary Plan/Preliminary Plat
• PUD Final Plan/Final Plat
This staff report is based on the following submittals:
• Applicant Narrative received on January 13, 2025
1
• Burque Estates Concept Plan and Plan Sheets prepared by Larson Engineering, Inc. dated
January 13, 2025
• Wetland Investigation prepared by CDC Consulting, LLC dated October 30, 2024
BACKGROUND
Current Proposal
The proposed Burque Estates consists of 58 single-family detached dwellings. See the attached
applicant's narrative for a detailed description of the development.
ANALYSIS
Existing Conditions
The existing site consists of three (3) parcels totaling 59.32 acres. Per the January 29, 2025
Environmental Board staff report, there is one home on the site, a large wetland area, mowed
fields, several small ponds, and a private ditch. The existing house and accessory structures
would be removed.
Surrounding Zoning and Land Use
2040 Future
Direction
Zoning
Current Land Use
Land Use
Single Family
North
PUD
Medium Density
Residential
R, Rural
South
Rural Residential
Urban Reserve
Rural Residential and
PUD and R-X, Rural
Single Family and
East
Single Family
Executive
Urban Reserve
Residential
West
R, Rural
Agricultural
Urban Reserve
Comprehensive Plan
Land Use
The site has two (2) land use designations per the City's 2040 Comprehensive Plan: the two (2)
north lots are low density residential and the one (1) south lot is urban reserve.
Staff Comments:
1. A comprehensive plan amendment would be required to re -guide the urban reserve lot
to low density residential.
2. The comprehensive plan amendment would need to demonstrate that overall City wide
density meets the minimum 3.0 units per acre.
Per the 2040 Comprehensive Plan, the site is in Planning District 3. There are no specific
planning goals or issues that need to be addressed for this site.
Density
The following chart is a preliminary density analysis using Met Council's density formula:
Gross Area (acres)
59.32
Wetlands & Water Bodies
(28.06)
Public Parks & Open Space
0.00
Arterial ROW
(2.14)
Other (Utility Transmission Easement)
0.00
Other (Wetland Buffer Area)
(5.78)
Net Area (acres)
23.34
# of Units
58
Gross Density (units/acre)
0.98
Net Density (units/acre)
2.49
As noted above, the site consists of two (2) land use designations, low density residential and
urban reserve. A comprehensive plan amendment would be required to change the urban
reserve lot to low density. This density analysis is based on the assumption the plan is amended
to low density which is consistent with the full build -land use plan. Low density residential
development requires 1.6 to 3.0 units per acres. The proposed development would be 2.49
units per acre which is consistent with land use and density requirements.
Growth Management Strategy
Page 3-17 of the 2040 Comprehensive Plan details the City's Growth Management Strategy.
The strategy works in conjunction with the City's utility staging plan.
The City will plan to accommodate an annual average of 230 units per year over each 5-year
phasing period not to exceed 345 units in any one year. From 2010 to 2024, the City's average
annual number of units is 123. This is less the allowed 230 unit annual allocation.
The proposed 58 lot development would be consistent with the growth management strategy.
Current Zoning and Land Use
Current Zoning
R, Rural
Current Land Use
Agricultural
Future Land Use per
Low Density Residential and Urban Reserve
lure Comp Plan
Utility Staging Area
Stage 1B (2025-2030)
Stage 3 (Post 2040)
Rezoning
The property is currently zoned R, Rural. The R, Rural zoning is a holding district until municipal
water and sanitary sewer are available to the site and the property owner is interested in
having the property developed.
Initial staff meetings with the developer indicated the possible need for PUD, Planned Unit
Development zoning to allow for lot width and lot depth flexibility. However, it appears both
the 60 lot -Yield Plan (60 ft wide lots) and the 58 lot Concept Plan (65ft wide lots) meet the
minimum R-2, Two Family Residential zoning requirements; therefore, PUD rezoning is not
needed.
Per City Code Section 1007.112(1), land that is guided low density residential may be zoned R-2.
The following table analyzes the R-2 requirements for the single family lots in the proposed
Yield Plan and Concept Plan.
Proposed
Proposed
R
Yield Plan
Concept Plan
Requirements
(60 lots)
(58 lots)
Min. Lot Size
7,500 sf
7,500 — 21,159 sf
7,825 — 21,159 sf
Min. Lot Width
--Interior Lot
60 ft
60 ft
65 ft
--Corner Lot
80 ft
80 ft
80 ft
Min. Lot Depth
125 ft
125 ft
125 ft
--Double Frontage
135 ft
180 ft
180 ft
Building Setback (ft)
-From Streets
Lois Lane and Arlo Lane
(Both Minor Collector)
25 ft
25 ft
25 ft
-Rear Yard
--Principal
25 ft
25 ft
25 ft
-Accessory
5 ft
5 ft
5 ft
-Side Yard
--Principal
10 ft
10 ft
10 ft
--Accessory
5 ft
5 ft
5 ft
Buffer Abutting Arterial St
15 ft wide
Required
Required
Impervious Surface
65%
Evaluated
w/building permit
Evaluated w/
building permit
Note that lot widths are measured at the minimum front yard setback.
The proposed yield plan and concept plan meets or exceeds the minimum R-2 lot width and lot
size requirements.
Building Design Standards and Other Performance Standards
Building and architectural design standard review is not required at concept plan level. City
Code Section 1007.043 details minimum residential building design standard requirements. City
Code Section 1007.112(4) details minimum R-2 building requirements as well.
Staff Comment:
1. All building design standards requirements shall be met.
Subdivision Ordinance
Blocks and Lots
The concept plan proposes 58 residential lots and eight (8) outlots. Outlots would contain
wetlands, buffers, stormwater ponds etc.
Streets and Alleys
CSAH 54 (201" Ave N) is an A -Minor Arterial Reliever road. Sixty (60) feet of road right-of-way is
being dedicated along CSAH 54 from the section line. Thirty (30) feet of road right-of-way is also
being dedicated along a section of the north lot line for future extension and connection of
CSAH 34 (Birch Street) and Cypress Street. This would be a future Anoka County Highway
Department and/or City project. Internal streets have 60ft wide road right-of-way and are 32ft
wide.
Staff Comments:
1. Street and utilities shall be stubbed south to the lot line of 6468 20t" Avenue for future
development.
2. Sidewalk shall be installed along the street in Block 1.
3. A traffic study shall be required.
4. A noise study shall be required.
Easements
Staff Comments:
1. Standard drainage and utility easements at least 10 feet wide shall be provided along all
lot lines.
2. Drainage and utility easements shall also be dedicated over stormwater management
facilities.
3. Conservation easements and wetland buffers shall be required over wetlands, ditches,
and greenway corridors.
Stormwater Management and Erosion and Sediment Control
The concept plan shows four (4) stormwater ponds throughout the development. They are part
of the multi -purpose greenway corridor incorporating trails, stormwater management,
floodplain, ditches, and open space.
Public Utilities
Public water, sanitary, and storm sewer utilities will be installed within the development.
The site is in Sanitary Sewer District 3 (Sub -district 3C). Flow from these areas, including that
from Centerville, is collected along East Cedar Street and conveyed east to MCES
Meter M220 and Gravity Interceptor 802325.
The site is in both Utility Staging Area 1B (2025-2030) and 3 (Post 2040).
The City's water supply system well firm capacity is currently constrained by poor water quality
in some wells, the White Bear Lake court orders and ongoing litigation, and annual variability in
water use due to drought and other factors. Based on the water supply capacity and well
trigger analysis completed in April 2024, the city may need to add an additional well to
accommodate this development or the development may be deemed premature. The City is
currently working through this process with MNDNR.
The site provides opportunity to implement a stormwater reuse system for irrigation purposes.
The system should be evaluated and implemented to the extent feasible to offset the use of
municipal water for irrigation.
Staff Comments:
1. The water supply issue needs to be addressed prior to preliminary plat submittal.
2. A Comprehensive Plan Amendment is required to amend the utility staging areas.
Yield Plan
Initial staff meetings with the developer indicated the possible need for PUD, Planned Unit
Development zoning to allow for lot width and lot depth flexibility. As required per City Code
Section 1001.026(4) for a PUD, the applicant submitted the attached yield plan. The yield plan
shows the maximum number of dwelling units that would be permitted given the minimum lot
size and lot widths for conventional subdivisions and other requirements of the Lino Lakes
Zoning and Subdivision Chapters.
After review, it appears both the 60 lot Yield Plan (60 ft wide lots) and the 58 lot Concept Plan
(65ft wide lots) meet the minimum R-2, Two Family Residential zoning requirements; therefore,
PUD rezoning and yield plan are not needed.
Phasing Plan
A phasing plan was not submitted but it is anticipated that the development would be built in
one (1) phase.
Traffic Study
A traffic study is required at the time of preliminary plat submittal.
Staff Comments:
1. The applicant shall work with Anoka County Highway Department regarding access and
turn lanes on CSAH 54 (20t" Avenue).
Parks, Greenways and Trail Plan
Per Figure 10-2: Neighborhood Service Areas of the 2024 Comprehensive Plan, the
development is within the neighborhood service area of North Pointe Park. The greenway
system extends through the site and a proposed trail connection is required from the existing
trail in North Pointe Park to CSAH 54 (201h Avenue) and CSAH 34 (Birch Street).
Staff Comments:
1. Trail corridor options shall be explored per the attached Public Services Director/Park
Board memo.
2. If a trail is constructed along the wetland, a connection shall be made between Lot 8-9,
Block 1 to the street.
3. Trail corridors should be a minimum 20 feet in width above the high water level.
Tree Preservation and Landscaping
A Tree Preservation Plan and Landscape Plan in compliance with Section 1007.043(17),
Required Screening, Landscaping and Buffer Yards shall be submitted with the preliminary plat
application.
Staff Comments:
1. A landscaping screen and minimum 15 ft wide buffer will be required along the I-35E.
2. A noise study will be required with the preliminary plat.
3. Berm and/or any noise mitigation requirements shall be measured from side or rear
yard ground elevations to top of berm or fence.
EQB Environmental Review
An Environmental Assessment Worksheet is not mandated. The 58 lot, unattached residential
units are under the 250 unattached unit threshold required for a mandatory EAW.
Wetlands
The site includes 28 acres of wetland and a 30 ft wide buffer is provided. An approved wetland
delineation will be required. The applicant will need to work with VLAMWO for Wetland
Conservation Act regulations.
Floodplain
The 2015 FEMA Floodplain Map indicates Zone A flood plain over a majority of the wetlands on
site.
Staff Comments:
1. Any floodplain impacts are subject to City requirements per City Code Chapter 1103.
2. A Base Flood Elevation is required to be determined, using detailed methods acceptable
by the Federal Emergency Management Agency (FEMA).
3. A FEMA CLOMR and LOMR may be required for development if there are floodplain
impacts.
Additional City and Government Agency Review Comments
Anoka County
Anoka County Highway Department comments are in the attached email.
School District
Centennial ISD#12 did not provide comments.
Lino Lakes Public Safety
Police Division had no comments.
Fire Division reviewed the concept plan and no issues.
City Engineer
City Engineer comments are in the attached memo.
Environmental Board
The Environmental Board reviewed the concept plan on January 29, 2025 and their comments
are in the attached memo.
Park Board
The Park Board reviewed the concept plan on February 5, 2025 and their comments are in the
attached memo.
Planning & Zoning Board
The Planning & Zoning Board reviewed the concept plan on February 12, 2025. They were
generally supportive of the concept plan. Their comments include:
• Supported straight R2, Two Family Residential zoning and comprehensive plan
amendment.
9
• Traffic impacts with right in/right out only access onto 20th Avenue and no access at
Birch Street needs be evaluated.
• Recommended a neighborhood meeting.
• Preferred trail construction along wetland.
Preliminary Plat
The City's review and comments on the concept plan's relation to the 2040 Comprehensive
Plan and development regulations does not grant any rights to the applicant to develop the
property as depicted by the concept plan.
A land use application for preliminary plat shall be required. The city strongly recommends the
property owner/applicant hold a neighborhood meeting for informal comment and feedback
prior to preliminary plat application.
RECOMMENDATION
Staff is requesting feedback from the City Council:
1. Thoughts on comprehensive plan amendment to land use designation (Urban Reserve to
Low Density Residential) and utility staging areas (Post 2040 to Stage 1B).
Additional Staff Comments:
1. All plan sheets:
a. Lot widths shall be measured at the minimum front yard setback.
2. Yield Plan:
a. The total number of units shall be shown.
b. Under Existing Wetlands, show both sq. ft. and acres.
3. Concept Plan:
a. The total number of units shall be shown.
b. Under Existing Wetlands, show both sq. ft. and acres.
4. Sheet C100, Concept Subdivision Plan:
a. Density chart is incorrect. Revise chart to match page 4 of this staff report.
b. Under Single Family Home Lot Density chart, show wetlands in both sq. ft. and
acres.
ATTACHMENTS
1. Site Location & Aerial Map
2. Land Use Plan Map
3. Utility Staging Plan Map
4. Applicant's Narrative
5. Concept Plan Set
10
6. City Engineer Memo dated February 5, 2025
7. Environmental Memo dated January 29, 2025
8. Public Services Director/Park Board Memo dated February 6, 2025
9. Anoka County Comments dated January 29, 2025
11
Attachment 1: Site Location & Aerial Map
Burque Estates
Parcels
1 in = 500 Ft
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January 30, 2025
Map Powered By Datafi
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Attachment 2: Land Use Plan Map
Burque Estates -Land Use Plan
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January 30, 2025
Map Powered By Datafi
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Attachment 3: Utility Staging Plan Map
Burque Estates -Utility Staging Plan
1 in = 500 Ft
Parcels
Stage 1A Planned Service Area (2018 - 2025)
Stage 113 Planned Service Area (2025 - 2030) N
Stage 3 Planned Service Area (Post 2040)
CITY" O F January 30, 2025
IN L KES Map Powered By Datafi
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Attachment 4: Applicant's Narrative
Burque Estates
Narrative
Burque Estates is 50 acres of land. Its easterly boundary is 35E, the westerly boundary is
Centerville Road, and it lies south of the Northpointe Development. The property consists
of several acres of wetlands (see concept plan). There is a 30' wetland buffer that has been
taken into consideration in the design. The area for building is mostly open grass with one
single family home that will be removed. There is a flowage area across outlot "C" for 35E.
There are 15 acres of developable land after subtracting the wetlands, R/W and outlots.
There are 58 homes total creating a density of 3.67 homes per acre.
We are proposing a single-family development with an R2 zoning designation. The southerly
portion has a standard lot size of 65' X 125'. Some of the homes will back up to 35E. We will
work with city staff to provide a sound buffer for the homes.
We are extending Chestnut Street south as planned in the city transportation plan, it will exit
onto 201" Avenue. We will work with Washington County Highway Department to determine
what needs to be provided for a turn lane. Property is being dedicated to R/W for a future
connection with Birch Street and Cyprus. Property is also being dedicated for a future
roundabout at 2011 Avenue and Birch Street.
The Project would be built this year with construction starting in June of 2025.
Attachment 5: Concept Plan Set
PROJECT:
BURQUE ESTATES
LINO LAKES, MN
VICINITY MAP
LINO LAKES PARTNERS, LLC
6150 202ND STREET
FOREST LAKE, MN 55025
INDEX OF DRAWINGS
T
Title Sheet
-
Existing Conditions - Tree Survey (Cornerstone Land Surveying, Inc.)
-
Existing Conditions - Flood Plain (Cornerstone Land Surveying, Inc.)
-
Yield Plan (Cornerstone Land Surveying, Inc.)
-
Concept Plan (Cornerstone Land Surveying, Inc.)
C100
Concept Subdivision Plan
C200
Neighborhood Plan
C300
Resource Inventory Plan
PROJECT CONTACTS
Civil Engineer:
Tom Herkenhoff, P.E.
Larson Engineering, Inc.
3524 Labore Road
White Bear Lake, MN 55110
651.481.9120
CALL BEFORE YOU DIG!
Gopher State One Call
TWIN CITY AREA: 651-454-0002
TOLL FREE: 1-800-252-1166
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I hereby certify that this plan,
specifications or report was prepared
by me or under my direct supervision
and that I am a duly licensed
Professional Engineer under the laws
of the state of Minnesota.
Thomas J. Herkenhoff, P.E.
Date: 01.08.25 Lic. No.: 25520
Rev. Date Description
1Q 01.13.25 City Re -Submittal
Project #: 12246099
Drawn By: TJR/KBK
Checked By: TJH
Issue Date: 12.09.24
Sheet Title:
TITLE SHEET
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FLOOD INFORMATION:
FLOOD ZONE LINES SHOWN PER FEMMA MAPPING AND NOT
FIELD VERIFIED. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE
AE, AND ZONE A, AREAS DETERMINED TO BE WITHIN THE 0.2%
ANNUAL CHANCE FLOODPLAIN OTHER AREAS INCLUDING ALL
BUILDINGS ARE LOCATED IN ZONE X, AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON
FEMA FLOOD INSURANCE RATE MAP NUMBER 27003CO370E
HAVING AN EFFECTIVE DATE OF DECEMBER 16TH, 2015. THE
BASE FLOOD ELEVATION OF 912.0 (ZONE AE) IS SHOWN ON THE
SURVEY FOR REFERENCE PURPOSES ONLY.
TREES:
TYP. TYP. DENOTES TREES LOCATED BY:
DECIDUOUS CONIFEROUS
TREE rREE CORNERSTONE LAND SURVEYING, INC.
IS
i
Igo ON 1-8-2025
TREE SIZE ��
TREES 1 8" DIAMETER OR GREATER (CONCEPT PLAN REQUIREMENT)
144 TREES SHOWN
INCLUDING 5 DEAD TREES
INCLUDING 3 OUTSIDE OF PARCEL
SURVEY NOTES:
1 . BEARINGS ARE BASED ON THE ANOKA COUNTY COORDINATE SYSTEM. DATE OF
PUBLISHED COORDINATES = SEPTEMBER 1 ST, 2015
2. UNDERGROUND UTILITIES SHOWN PER FIELD LOCATES AND GIS MAPPING
PROVIDED BY THE CITY OF LINO LAKES. THERE MAY SOME UNDERGROUND
UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED.
3. CONTOURS SHOWN PER LIDAR DATA OBTAINED FROM THE DNR MNTOPO
WEBSITE. NOT FIELD VERIFIED.
4. ELEVATIONS BASED ON GPS DERIVED VALUES FOR NAVD 88
S. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE A, ZONE AE, AREAS
DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCE FLOODPLAIN OTHER
AREAS INCLUDING BUILDINGS. OTHER AREAS ARE LOCATED IN SHADED ZONE X,
AND UNSHADED ZOINE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP NUMBER 27003CO370E HAVING AN EFFECTIVE DATE OF DECEMBER 16TH,
2015 THE BASE FLOOD ELEVATION FOR ZONE A IS 912.0. NOT FIELD VERIFIED.
6. WETLANDS DELINEATED BY ANDERSON DATED 9-1 1-24. WETLAND FLAGS
LOCATED BY CORNERSTONE LAND SURVEYING ON 9-16-24.
LEGEND:
FOUND MONUMENT
FIRE DEPT. CONNECTION
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CONCRETE SURFACE
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or
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® Or 90 STORM DRAIN
® FLARED END SECTION
O STORM MANHOLE
B U R(DU E
ESTATES
CONTACT:
CDC Consulting LLC,
C/O Todd Christenson
todd2414c@aol.com
763-268-9442
COUNTY/CITY:
ANOKA
CO U IVY
OF
LINO LAKES
REVISIONS:
DATE REVISION
1-9-25 TREE SURVEY FOR
CONCEPT PLAN
CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
Dante L. Thurmes Registration tuber: 25718
Date:__6 _29 _24 -
PROJECT LOCATION:
�s-1g
ZOTH AVE_
PID#25-31-22-32-0001
PID#25-31-22-31-0003
PID#25-31-22-33-0001
Suite #200
1970 Northwestern Ave.
Stillwater, MN 55082
Phone 651.275.8969
dan@cssurvey
.net
CORNERSTONE
LAND SURVEYING, INC.
FILE NAME SURVCDCO2
PROJECT NO. CDC2402
EXISTING
CONDITIONS
I
ES)T1/4
S C. 25
ANOKA CC
� 11
N I
FOUND 1/2
INCH IRON PIPE
i
1
I
W�
h
33
M.
M
CO
o �
O �
/ UNDER
WATER
/ 00
OF
FOUND
W
� Z^vNE
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WL.
-- -
C/L OFF DI'
PER AIR PF
1
Q\U 4-
O _;
TOP
rONIR_,5 SHOWN PER I RCP=q I q
(DNR LIDAR DATA, NOT I
CID
IFELD VERIFIED. I " 9/SrJJJ
------------I
3 (Y � 9/6\ � r
V 1 NW CO NER OF THE
SW 1/4 OF THE SW
O1-- 1/4 OF SEC. 25
10,
.`" o\)
O NORTH LINE
OF THE SW'�� r f
6 1/4 OF THE f-
SW I/4 OF
SEC. 25 0,K
f
I �
\1 U
� INV=gOq.S A;" � /e
0 24" RCP ZONE
INV q09
11
v0\\o - 183.00 - -� L.__w �_�_ _
—�/i'/ 039'59"F ; WETLAND #5— <
I 0\\� �I q14 1=12,520 SQ.FT_�
a' a, TP
INV=911.6
STUB
ZONE
INV ADJ. \ \ \
PLAN ADJ. A E
RAN 7H
r / 1 / n / -/- r - INV=g02.75 \
ZONE AE APJ INV=
>95>. 38 PLAN DJ �
NORTH LINE OF THE SW -�� 2/`C` ` F
1/4 OF SEC. 25
^I
vlV� 9I�
\\// �///
ZONE A
V
r6NT0UR5 SHOWN PER I
DNR LIDAR DATA, NOT I
MILD VERIFIED.
W-----------1 I ------------I
WETLAND #1
AREA=1064,022 SQ.FT.
EXCLUDING 60' R/W
(TOTAL=1,105,743 SQ.FT_1
r^yC/L OF DITCH j
PER AIR PHOTO I
rl �
\
\\ + V
r
%,
w
z
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3 6OD
9 �
ry
0 �
26.52
N89° 8'37'IE �c %
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rWETLANO #4
_ I� 920 AREA=32I._327 SQ.FT. r
--- /\ 4,4j
J "i /
O 6 ai/
W Q�q,\
1qJ I�
O /
442.55
r i N89 39 59"E al) i 0-
FOUND 1/2 - I - I
NCH IRON PIPE NO H INE OF THE [ INCH IRONPIPE
o\ S UTH 26.76 F T OF
HE S 1/4 0 THE
SW I/ OF S C. 25
` I A/ // I Ac)
/ / O
o\)
Q�
�4
-SAN NH
RIM=q
INV 02.22
A / I r -/- / / r\ / \ / n / - r•-
/ V \ / / I / / / / \ / / / V / L -
UH
rWI-RETLAND A74tD C /
AE=12 SQ.FT. r N N
920 ---'
FOUND I/2 / �� FOUND I/2
c� INCH IRON PIPE �
-MARKED RLS 3 7 INCH IRON ROD - �' p N
40361 \ a' 0` /
921.5 I �
920) V/ c /
51
VrWETLAND #3 I
CMP AREA=64,480 SQ.FT._,
NE X
/off
/(0
EXISTING WETLANDS
WL#1 = 1105743 SQ.FT.
WL#2 = 7412
WL#3 = 64480
WL#4 = 32237
WL#5 = 12520
TOTAL = 1,222,392
FLOOD INFORMATION:
+
FLOOD ZONE LINES SHOWN PER FEMMA MAPPING AND NOT
FIELD VERIFIED. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE
AE, AND ZONE A, AREAS DETERMINED TO BE WITHIN THE 0.2%
ANNUAL CHANCE FLOODPLAIN OTHER AREAS INCLUDING ALL
BUILDINGS ARE LOCATED IN ZONE X, AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON
FEMA FLOOD INSURANCE RATE MAP NUMBER 27003CO370E
HAVING AN EFFECTIVE DATE OF DECEMBER 16TH, 2015. THE
BASE FLOOD ELEVATION OF 912.0 (ZONE AE) IS SHOWN ON THE
SURVEY FOR REFERENCE PURPOSES ONLY.
LEGAL DESCRIPTION:
The following Legal Description is as shown on Land Title, Inc., as agent for First
American Title Insurance Company Title Commitment No. 698402, dated
September 1 7th, 2024.
That part of the unplatted Village of Lino Lakes, Section Twenty-five (25), Township Thirty-one
(31), Range Twentytwo (22) described as the Northwest one quarter (NW 1 /4) of the Southwest
one quarter (SW 1 /4) except that part taken by the State of Minnesota for highway. Pursuant to a
Lis Pendens filed on March 19, 1964. Subject to the right of access on the Northwesterly side of
the highway.
AND
That part of the Northeast one quarter (NE 1/4) of the Southwest one quarter (SW 1/4) lying
westerly of Highway 1 35 Eastbound (I 35E); Subject to any easements of record; Section
Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22).
AND
That part of the Southwest 1/4 of Southwest 1/4, Section Twenty-five (251, Township Thirty-one
(31), Range Twenty-two (22) described as follows: Commencing on the Southwest corner of
Section Twenty-five (25), thence North on the Westerly line of Southwest 1/4 of Southwest 1/4 of
Section Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22) a distance of 1100.5
feet to the actual point of beginning of the land to be described. Then continue North on said
Westerly line to the Northwest Corner of the Southwest 1/4 of Southwest 1/4 of Section
Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22). Then Easterly on the North
line of said Southwest 1/4 to the most westerly right of way line of Interstate Highway 35E. Then
Southwesterly on said Westerly right of way line of 35E to a point a distance of 1 21 9.4 feet North
of the South Line of the Southwest 1/4 of Southwest 1/4 of Section Twenty-five (25), Township
Thirty-one (31), Range Twentytwo (22) as measured along the Westerly right of way line of
Interstate Highway Number 35E. Then Westerly parallel to the North line of the Southwest 1/4 a
distance of 206.52 feet. Then Southwesterly on a line parallel to the Westerly right of way Tine of
Interstate No. 35E to a point of intersection with a line which is 728.78 feet North of and parallel
to the South line of Southwest 1/4 of Southwest 1/4 of Section Twenty-five (25),Township
Thirty-one (31), Range Twenty- two (22). Then Westerly parallel to the South line of said
Southwest 1 /4 to a point a distance of 183 feet East of the West line of the Southwest 1/4 of
Southwest 1/4 of Section Twenty-five (25). Then Northerly parallel to the West line of said One -
quarter a distance of 371.72 feet. Then westerly parallel to the South line of the Southwest 1 /4 of
Southwest 1/4 of Section Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22) a
distance of 183 feet to the actual point of beginning and there terminating, Anoka County,
Minnesota.
Abstract Property
EASEMENT NOTES:
The following survey related exceptions appear on the Land Title,
Inc., as agent for First American Title Insurance Company Title
Commitment No. 698402, dated September 1 7th, 2024.
1 1 11 . Final Certificate in regards to condemnation of land for Trunk
Highway purposes dated May 26, 1973, filed June 12, 1973 as
Document Number 390639. (AS SHOWN ON SURVEY)
1 A 12. Subject to road(s) as shown by available maps. (AS SHOWN ON
SURVEY)
AREA:
+
TOTAL AREA = 2,584,1 38 SQ.FT. / 59.32 ACRES
SURVEY NOTES:
+
1 . BEARINGS ARE BASED ON THE ANOKA COUNTY COORDINATE SYSTEM. DATE OF
PUBLISHED COORDINATES = SEPTEMBER 1 ST, 2015
2. UNDERGROUND UTILITIES SHOWN PER FIELD LOCATES AND GIS MAPPING
PROVIDED BY THE CITY OF LINO LAKES. THERE MAY SOME UNDERGROUND
UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED.
3. CONTOURS SHOWN PER LIDAR DATA OBTAINED FROM THE DNR MNTOPO
WEBSITE. NOT FIELD VERIFIED.
4. ELEVATIONS BASED ON GPS DERIVED VALUES FOR NAVD 88
S. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE A, ZONE AE, AREAS
DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCE FLOODPLAIN OTHER
AREAS INCLUDING BUILDINGS. OTHER AREAS ARE LOCATED IN SHADED ZONE X,
AND UNSHADED ZOINE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP NUMBER 27003CO370E HAVING AN EFFECTIVE DATE OF DECEMBER 16TH,
2015 THE BASE FLOOD ELEVATION FOR ZONE A IS 912.0. NOT FIELD VERIFIED.
6. WETLANDS DELINEATED BY ANDERSON DATED 9-1 1-24. WETLAND FLAGS
LOCATED BY CORNERSTONE LAND SURVEYING ON 9-16-24.
LEGEND:
+
FOUND MONUMENT
FIRE DEPT. CONNECTION
O SET 112" IRON PIPE
HYDRANT
MARKED RLS NO. 25718
CURB STOP
ry CABLE TV PEDESTAL
ue
UNDERGROUND ELECTRIC
�
WATER WELL
AC AIR CONDITIONER
ury
UNDERGROUND CABLE TV
O
WATER MANHOLE
OE ELECTRIC MANHOLE
wn
WATER METER
uF
UNDERGROUND FIBER OPTIC
ELECTRIC METER
uT
UNDERGROUND TELEPHONE
EP ELECTRIC PEDESTAL
®
POST INDICATOR VALVE
ou
OVERHEAD UTILITY
er ELECTRIC TRANSFORMER
X
WATER VALVE
uc
UNDERGROUND GAS
�
BOLLARD
LIGHT POLE
>
SANITARY SEWER
p
FLAG POLE
GUY WIRE
f�B
MAIL BOX
>>
STORM SEWER
-0- POWER POLE
�
TRAFFIC SIGN
WATERMAIN
OG GAS MANHOLE
U
UNKNOWN MANHOLE
—X—X—FENCE
Ed GAS METER
SOIL BORING
CURB [TYPICAL]
O TELEPHONE MANHOLE
®
TRAFFIC SIGNAL
*.:": ' ''.+':' ' ••y
O TELEPHONE PEDESTAL
k F;..:.; ,.,,q..•.,ys.' '
.q,,,.;..,;;;^, � �+;�, ry+
CONCRETE SURFACE
- ..
0 SANITARY CLEANOUT
CONIFEROUS TREE
O SANITARY MANHOLE
(0 CATCH BASIN
BITUMINOUS SURFACE
or
DECIDUOUS TREE
® Or ® STORM DRAIN
® FLARED END SECTION
O STORM MANHOLE
B U R(DU E
ESTATES
CONTACT:
CDC Consulting LLC,
C/O Todd Christenson
todd2414c@aol.com
763-268-9442
COUNTY/CITY:
ANOKA
CO U NAY
C��Y OF
LINO LAKES
REVISIONS:
DATE REVISION
6-29-24 CONCEPT PLAN
9-16-24 WETLANDS
1 2-3-24 TITLE COMMITMENT
1-7-25 REVISED
CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
Danle L. Thurmes Registration tuber: 25718
Date:__6 _29 _24
PROJECT LOCATION:
+
ZOTH AVE_
PID#25-31-22-32-0001
PID#25-31-22-31-0003
PID#25-31-22-33-0001
+
Suite #200
1970 Northwestern Ave.
Stillwater, MN 55082
Phone 651.275.8969
dan@cssurvey
.net
CORNERSTONE
LAND SURVEYING, INC.
+
FILE NAME SURVCDCO2
PROJECT NO. CDC2402
EXISTING
CONDITIONS
DLO
00o c
dzv
LOT
BLOCK
AREA
1
1
15334
2
1
9117
3
1
7835
4
1
7733
5
1
7644
6
1
7662
7
1
7703
8
1
7746
9
1
8904
10
1
7832
11
1
8063
12
1
8293
13
1
11611
14
1
11640
15
1
10500
16
1
10621
17
1
7599
18
1
7500
19
1
10000
1
2
7500
2
2
11664
3
2
12178
1
3
12804
2
3
7754
3
3
7778
4
3
13248
5
3
12766
6
3
7594
7
3
7500
8
3
7500
9
3
10215
10
3
17933
11
3
14398
12
3
12849
13
3
21159
14
3
15588
15
3
9191
16
3
10470
1
4
10800
2
4
10800
3
4
10800
4
4
10800
5
4
11737
6
4
10864
7
4
17069
8
4
17036
9
4
18336
10
4
9684
11
4
8531
12
4
11162
13
4
10757
14
4
7825
15
4
7824
16
4
9147
1
5
15276
2
5
18224
3
5
24867
4
5
12484
5
5
9324
6
5
11033
OUTLOT A
1299100
OUTLOT
B
41985
OUTLOT
C
72856
OUTLOT
D
23862
OUTLOT
E
102067
OUTLOT
F
28048
OUTLOT
G
28501
20TH
AVE
93072
R/W
226846
TOTAL
2584143
LEGAL DESCRIPTION:
The following Legal Description is as shown on Land Title, Inc., as agent for First
American Title Insurance Company Title Commitment No. 698402, dated
September 1 7th, 2024.
That part of the unplatted Village of Lino Lakes, Section Twenty-five (25), Township Thirty-one
(31), Range Twentytwo (22) described as the Northwest one quarter (NW 1 /4) of the Southwest
one quarter (SW 1 /4) except that part taken by the State of Minnesota for highway. Pursuant to a
Lis Pendens filed on March 19, 1964. Subject to the right of access on the Northwesterly side of
the highway.
AND
That part of the Northeast one quarter (NE 1 /4) of the Southwest one quarter (SW 1 /4) lying
westerly of Highway 1 35 Eastbound (I 35E); Subject to any easements of record; Section
Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22).
AND
That part of the Southwest 1 /4 of Southwest 1 /4, Section Twenty-five (251, Township Thirty-one
(31), Range Twenty-two (22) described as follows: Commencing on the Southwest corner of
Section Twenty-five (25), thence North on the Westerly line of Southwest 1 /4 of Southwest 1 /4 of
Section Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22) a distance of 1100.5
feet to the actual point of beginning of the land to be described. Then continue North on said
Westerly line to the Northwest Corner of the Southwest 1 /4 of Southwest 1 /4 of Section
Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22). Then Easterly on the North
line of said Southwest 1 /4 to the most westerly right of way line of Interstate Highway 35E. Then
Southwesterly on said Westerly right of way line of 35E to a point a distance of 1219.4 feet North
of the South Line of the Southwest 1 /4 of Southwest 1 /4 of Section Twenty-five (25), Township
Thirty-one (31), Range Twentytwo (22) as measured along the Westerly right of way line of
Interstate Highway Number 35E. Then Westerly parallel to the North line of the Southwest 1 /4 a
distance of 206.52 feet. Then Southwesterly on a line parallel to the Westerly right of way Tine of
Interstate No. 35E to a point of intersection with a line which is 728.78 feet North of and parallel
to the South line of Southwest 1 /4 of Southwest 1 /4 of Section Twenty-five (25),Township
Thirty-one (31), Range Twenty- two (22). Then Westerly parallel to the South line of said
Southwest 1 /4 to a point a distance of 183 feet East of the West line of the Southwest 1 /4 of
Southwest 1 /4 of Section Twenty-five (25). Then Northerly parallel to the West line of said One -
quarter a distance of 371.72 feet. Then westerly parallel to the South line of the Southwest 1 /4 of
Southwest 1 /4 of Section Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22) a
distance of 183 feet to the actual point of beginning and there terminating, Anoka County,
Minnesota.
Abstract Property
EASEMENT NOTES:
The following survey related exceptions appear on the Land Title,
Inc., as agent for First American Title Insurance Company Title
Commitment No. 698402, dated September 1 7th, 2024.
1 1 11. Final Certificate in regards to condemnation of land for Trunk
Highway purposes dated May 26, 1973, filed June 12, 1973 as
Document Number 390639. (AS SHOWN ON SURVEY)
1 A 12. Subject to road(s) as shown by available maps. (AS SHOWN ON
SURVEY)
AREA:
TOTAL AREA = 2,584,1 38 SQ.FT. / 59.32 ACRES
SURVEY NOTES:
1 . BEARINGS ARE BASED ON THE ANOKA COUNTY COORDINATE SYSTEM. DATE OF
PUBLISHED COORDINATES = SEPTEMBER 1 ST, 2015
2. UNDERGROUND UTILITIES SHOWN PER FIELD LOCATES AND GIS MAPPING
PROVIDED BY THE CITY OF LINO LAKES. THERE MAY SOME UNDERGROUND
UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED.
3. CONTOURS SHOWN PER LIDAR DATA OBTAINED FROM THE DNR MNTOPO
WEBSITE. NOT FIELD VERIFIED.
4. ELEVATIONS BASED ON GPS DERIVED VALUES FOR NAVD 88
S. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE A, ZONE AE, AREAS
DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCE FLOODPLAIN OTHER
AREAS INCLUDING BUILDINGS. OTHER AREAS ARE LOCATED IN SHADED ZONE X,
AND UNSHADED ZOINE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP NUMBER 27003CO370E HAVING AN EFFECTIVE DATE OF DECEMBER 16TH,
2015 THE BASE FLOOD ELEVATION FOR ZONE A IS 912.0. NOT FIELD VERIFIED.
6. WETLANDS DELINEATED BY ANDERSON DATED 9-1 1 -24. WETLAND FLAGS
LOCATED BY CORNERSTONE LAND SURVEYING ON 9-16-24.
LEGEND:
FOUND MONUMENT
is
FIRE DEPT. CONNECTION
Q
SET 1 /2" IRON PIPE
HYDRANT
MARKED RLS NO. 25718
0
CURB STOP
ry
CABLE TV PEDESTAL
WATER WELL
ue
AC
AIR CONDITIONER
O
WATER MANHOLE
urv—
OE
ELECTRIC MANHOLE
wn
WATER METER
uF
ELECTRIC METER
0
POST INDICATOR VALVE
ur —
EP
ELECTRIC PEDESTAL
�a
WATER VALVE
ou —
er
ELECTRIC TRANSFORMER
O
BOLLARD
uc —
>;X
LIGHT POLE
FLAG POLE
>
GUY WIRE
Mg
MAIL BOX
>>
POWER POLE
�
TRAFFIC SIGN
I
GO
GAS MANHOLE
U
UNKNOWN MANHOLE
Ed
GAS METER
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEPHONE
OVERHEAD UTILITY
UNDERGROUND GAS
SANITARY SEWER
STORM SEWER
WATERMAIN
FENCE
CURB [TYPICAL]
SOIL BORING
O TELEPHONE MANHOLE
TRAFFIC SIGNAL
® TELEPHONE PEDESTAL..;';:^:,.;,
CONCRETE SURFACE
co SANITARY CLEANOUT
CONIFEROUS TREE
..
�o SANITARY MANHOLE
® or 0 CATCH BASIN
DECIDUOUS TREE
BITUMINOUS SURFACE
or ® STORM DRAIN
® FLARED END SECTION
OQ STORM MANHOLE
B U R(DU E
ESTATES
CONTACT:
CDC Consulting LLC,
C/O Todd Christenson
todd2414c@aol.com
763-268-9442
COUNTY/CITY:
ANOKA
CO U NAY
CITY OF
LINO LAKES
REVISIONS:
DATE REVISION
6-29-24 CONCEPT PLAN
9-16-24 WETLANDS
1-6-25 YIELD PLAN
CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
Daniel L. Thurmes Registration Number: 25718
Date: 6-29-24
PROJECT LOCATION:
65 l 8
ZOTH AVE.
PID#25-32-22-32-0001
PID#25-32-22-31-0003
PID#25-32-22-33-0001
J Suite #200
1970 Northwestern Ave.
Stillwater, MN 55082
Phone 651.275.8969
dan@cssurvey
.net
CORNERSTONE
LAND SURVEYING, INC.
FILE NAME SURVCDCO2
PROJECT NO. CDC2402
YI ELD
PLAN
I
ES) 1/4 C
S C. 25, T31,
ANOKA COUN
0
II /
1 FOUND 1/2 (f
/ / INCH IRON PIPE
_ L
\ I/�
ZONE AE r \ RIM=9
^ INV 02.22
F-
` / V \ / / 1 / / / / \ / / / V / L -
` rn — — — — — — — UH / n r r
— ` ` SAN NH --/ ! /
Jr, / 1 L/ L
INV=75 W g02.ETLD #2
ANI lD N
N
AREA=7,412 SOFT.
N
C�� 92o
FOUND 1/2
INCH IRON PIPE / FOUND 1/2
, MARKED RLS 3 INCH IRON ROD -
S89 5,7 !4" W ZONE A E NV 6 03. /40361
1951.38 PLAN ADJ
wl- oY/.�I —1yL o 877.33 14.43 � 52
/ 439.36 14 d U:1 - \ , N
I — � i ` IO^' 920 r1
00
7
s rue
00 1 V=8g7.35
f PLAN ADJ.
W
h 2
v7
NORTH LINE OF THE SW - c� c
�e E i 7� I/4 OF SEC. 25 ` ,q ! ` ^IF £ o , 149.42 0 3^� �y Vw
c
/ C ` o w ro
h�. ------ �FV 5 o
_ `� FUTURE [ 9se
/ �A' `9 3 o
-60 -------------- i CYPRESS , V� I 6 34
STREET 4 40 /
/ 1 --
I RIW �O 7 j o 254.8 °0
��-� �� I----- VW E X °°
�� /
EX /�� ZONEA ��y� o� �.,4 4.77 v��°'"
4V OUTL T F -- a 0 Io 0
nJ
CD
3 3o Q cs POND 1 Q CONTOURS SHOWN PER ° Q
z Q I DNR LIDAR DATA, NOT
ch Q O - !FIELD VERIFIED. --I 9.48 /
---------- 1 a
AKEA
WETLAND #I -----I �� 6 RR o,°
OUTLOTA IEXC UDING460' R/WFT I `�
WETLAND iTarAL_---I,1 SO.F7_�
o\
O � /^yC/L OF DITCH
^ \\I// / IPER AIR PHOTO I 9
133 - I 33
Q\\\ 77.14
h' 5
\ OTH O L30 9jO 0
WETLAND ��°
POND o °jtr J
o o / OUTLOT E
o I 26� 02 ^� L _\-------
z I t ^� 34.71 7 AREAA644, 8
9 74MP I
0 SO..
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J rI 74.0.8 12" ----------� `O � C
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00 42 0
ntM 3� 15 N 14 10.
CO 01 I y ^ o N 5 rye^ 7M
C 7 's� 9,
o lO OV I 65'@SB bo ®SB 00 �
n - 50 L=54.52 =543 802 �. B
72
ZONE A
/ "o- W. po Sg3 7 h
CL LVERr
UIreR 908 o'ti� V 108.82 7 °O -� ti� 6
�-------, 11 7 �
C/L OF DITCH V s �D 6
I _ 1PER AIR PHOTO I
908 10 �° J x� A3 o°O� '38 °
/ UNDER 24" ���9 O 0 1 OUg 8g Z 0
/ WATER O 9p RCP=912J
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00
1� 2 9 3 rn vj O 0 O 8 O 3 Oy.
8 r
g5
0 /8 RCP=gI' p 1 ° h• 399 C Q3 O
7 CONTOURS SHOWN PER ° 1� 16 o V �\ 9 26 p y V 4
j IDNR LIDAR DATA, NOT 7 h J �30 \¢7681 O
[ IFIELD VERIFIED. �0 /2� p 4 ��\ SS Ri ° 10 6 ` o° O �cb
I Q I -- ----------I �� 331 /N1 S 040
�s �, ..............,\ 3 s Co
6 IQ
01
o
NW CO NER OF THE you ��,� s �yk� 6
SW 4 OF THE SW �� ° �x 62 1 N sHEp O
O /-- 1/4 OF SEC. 25 0� 4
dl \V/ 41 Z I rn , B 8
O �G o
O NORTH LINE 1
OF THE SW' 1 3S 0 Z 6i s 3\ ��, 116,32 3.60 07 5
6 1/4 OF THE <� 0 0 '� �',, Q 3
SW I/4 OF �6 6h° s o
SEC. 25 v �c
TLn
�� p
II � �` I - � � \�h 10 o N o 5
INV =109 1321..9 1^ // 7 q\� 6 /n 36�.22 11.46 L 6
2 RCP Ov ` E \ ce J p W LA 6�-
NV=goal. v
W 0�
so.ao es 7 OUTL B W ��� �,, �� / , o�;
p\U 183.00 130.92 co PON0, �� V� sSu �7 � �q
°39'5��� 1 0 0 7q # _�6^ J
/i ro 75 o I ^I WETLAND 5 I \ ��
91� ro =12,520 SO.FT_I O , 6� S \� CO
�LU n v TP N ^ �M\ h o� NS 8'37'1 �r7
- - - 153 - -- n 14 � - -- - y am h o. '�. �y� 'ems
I (v 133.71 v ` ° WETLAND #4
N ` 7j 920, L-27.85 8 `�0/ AREA=32,327 SQ.FT. /
o
o
0 o v o 3 3 =90.00 0° 'Say ° N h^�(�,�� C / \(/
cn o �1 L=260.34 // VJ �~ / /L 0p
rn
N °° 00
Z H 6 L=60.00 L%60 1\ �V
e \ � C v /
0 12
10
I
\ 27.53
\ 1 .48 131.59 43. i /
o �42.55
6
r ; \N89 39'59"E 6 ;
FOUND I/2 - I OI
INCH IRON PIPE �Q) NORTH LINE OF THE I I \ INCH IP-ON a
r SOUTH 728.71 FEET OF _�
He SW Ill,OF THE / 9`0
SW I/4 OF SEC. 25
c)
EXISTING WETLANDS
WL#1 = 1105743 SQ.FT.
WL#2 = 7412
WL#3 = 64480
WL#4 = 32237
WL#5 = 12520
TOTAL = 1,222,392
LOT
BLOCK
AREA
1
1
17561
2
1
9165
3
1
8449
4
1
8330
5
1
8291
6
1
8334
7
1
8376
8
1
8174
9
1
8181
10
1
8642
11
1
8922
12
1
10977
13
1
11349
14
1
10415
15
1
10513
16
1
8494
17
1
8125
18
1
10000
1
2
8125
2
2
11664
3
2
12411
1
3
13691
2
3
8435
3
3
8855
4
3
12582
5
3
12250
6
3
9721
7
3
8750
8
3
11657
9
3
18898
10
3
14394
11
3
12849
12
3
21159
13
3
15585
14
3
9198
15
3
10470
4
11446
2
4
11700
3
4
11700
4
4
11700
5
4
11681
6
4
9990
7
4
16226
8
4
17000
9
4
16432
10
4
9483
11
4
9261
12
4
11162
13
4
9422
14
4
8615
15
4
8477
16
4
7825
1
5
15276
2
5
18224
3
5
24867
4
5
12484
5
5
9324
6
5
11033
OUTLOT A
1253436
OUTLOT B
41127
OUTLOT C
76256
OUTLOT
D
23863
OUTLOT
E
99978
OUTLOT
F
28048
OUTLOT
G
28501
OUTLOT
H
24485
20TH
AVE
93072
R/W
226836
CYPRESS
R/W
22216
TOTAL
2584138
LEGAL DESCRIPTION:
The following Legal Description is as shown on Land Title, Inc., as agent for First
American Title Insurance Company Title Commitment No. 698402, dated
September 1 7th, 2024.
That part of the unplatted Village of Lino Lakes, Section Twenty-five (25), Township Thirty-one
(31), Range Twentytwo (22) described as the Northwest one quarter (NW 1 /4) of the Southwest
one quarter (SW 1 /4) except that part taken by the State of Minnesota for highway. Pursuant to a
Lis Pendens filed on March 19, 1964. Subject to the right of access on the Northwesterly side of
the highway.
AND
That part of the Northeast one quarter (NE 1 /4) of the Southwest one quarter (SW 1 /4) lying
westerly of Highway 1 35 Eastbound (I 35E); Subject to any easements of record; Section
Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22).
AND
That part of the Southwest 1/4 of Southwest 1/4, Section Twenty-five (251, Township Thirty-one
(31), Range Twenty-two (22) described as follows: Commencing on the Southwest corner of
Section Twenty-five (25), thence North on the Westerly line of Southwest 1 /4 of Southwest 1 /4 of
Section Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22) a distance of 1100.5
feet to the actual point of beginning of the land to be described. Then continue North on said
Westerly line to the Northwest Corner of the Southwest 1 /4 of Southwest 1 /4 of Section
Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22). Then Easterly on the North
line of said Southwest 1/4 to the most westerly right of way line of Interstate Highway 35E. Then
Southwesterly on said Westerly right of way line of 35E to a point a distance of 1219.4 feet North
of the South Line of the Southwest 1/4 of Southwest 1/4 of Section Twenty-five (25), Township
Thirty-one (31), Range Twentytwo (22) as measured along the Westerly right of way line of
Interstate Highway Number 35E. Then Westerly parallel to the North line of the Southwest 1/4 a
distance of 206.52 feet. Then Southwesterly on a line parallel to the Westerly right of way Tine of
Interstate No. 35E to a point of intersection with a line which is 728.78 feet North of and parallel
to the South line of Southwest 1/4 of Southwest 1/4 of Section Twenty-five (25),Township
Thirty-one (31), Range Twenty- two (22). Then Westerly parallel to the South line of said
Southwest 1 /4 to a point a distance of 183 feet East of the West line of the Southwest 1 /4 of
Southwest 1/4 of Section Twenty-five (25). Then Northerly parallel to the West line of said One -
quarter a distance of 371.72 feet. Then westerly parallel to the South line of the Southwest 1 /4 of
Southwest 1/4 of Section Twenty-five (25), Township Thirty-one (31), Range Twenty-two (22) a
distance of 183 feet to the actual point of beginning and there terminating, Anoka County,
Minnesota.
Abstract Property
EASEMENT NOTES:
The following survey related exceptions appear on the Land Title,
Inc., as agent for First American Title Insurance Company Title
Commitment No. 698402, dated September 1 7th, 2024.
1 1 11. Final Certificate in regards to condemnation of land for Trunk
Highway purposes dated May 26, 1973, filed June 12, 1973 as
Document Number 390639. (AS SHOWN ON SURVEY)
1 A 12. Subject to road(s) as shown by available maps. (AS SHOWN ON
SURVEY)
AREA:
TOTAL AREA = 2,584,1 38 SQ.FT. / 59.32 ACRES
SURVEY NOTES:
1 . BEARINGS ARE BASED ON THE ANOKA COUNTY COORDINATE SYSTEM. DATE OF
PUBLISHED COORDINATES = SEPTEMBER 1 ST, 2015
2. UNDERGROUND UTILITIES SHOWN PER FIELD LOCATES AND GIS MAPPING
PROVIDED BY THE CITY OF LINO LAKES. THERE MAY SOME UNDERGROUND
UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED.
3. CONTOURS SHOWN PER LIDAR DATA OBTAINED FROM THE DNR MNTOPO
WEBSITE. NOT FIELD VERIFIED.
4. ELEVATIONS BASED ON GPS DERIVED VALUES FOR NAVD 88
5. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE A, ZONE AE, AREAS
DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCE FLOODPLAIN OTHER
AREAS INCLUDING BUILDINGS. OTHER AREAS ARE LOCATED IN SHADED ZONE X,
AND UNSHADED ZOINE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE
MAP NUMBER 27003CO370E HAVING AN EFFECTIVE DATE OF DECEMBER 16TH,
2015 THE BASE FLOOD ELEVATION FOR ZONE A IS 912.0. NOT FIELD VERIFIED.
6. WETLANDS DELINEATED BY ANDERSON DATED 9-1 1 -24. WETLAND FLAGS
LOCATED BY CORNERSTONE LAND SURVEYING ON 9-16-24.
LEGEND:
FOUND MONUMENT
is
FIRE DEPT. CONNECTION
O SET 1/2" IRON PIPE
V
HYDRANT
MARKED RLS NO. 25718
0
CURB STOP
ry CABLE TV PEDESTAL
WATER WELL
uE
UNDERGROUND ELECTRIC
AC AIR CONDITIONER
UTV
UNDERGROUND CABLE TV
OW
WATER MANHOLE
OE ELECTRIC MANHOLE
wM
WATER METER
uF
UNDERGROUND FIBER OPTIC
ELECTRIC METER
ur
UNDERGROUND TELEPHONE
®
POST INDICATOR VALVE
EP ELECTRIC PEDESTAL
oU
OVERHEAD UTILITY
ET ELECTRIC TRANSFORMER
r�a
WATER VALVE
uc
UNDERGROUND GAS
O
BOLLARD
LIGHT POLE
>
SANITARY SEWER
C>�
FLAG POLE
GUY WIRE
MB
MAIL BOX
>>
STORM SEWER
POWER POLE
I
WATERMAIN
\G GAS MANHOLE
-u-
U
TRAFFIC SIGN
UNKNOWN MANHOLE
—x x
FENCE
GAS METER
SOIL BORING
CURB [TYPICAL]
O TELEPHONE MANHOLE
TRAFFIC SIGNAL
® TELEPHONE PEDESTAL
> rs,w
�.., �",::,,;::
CONCRETE SURFACE\
..
co SANITARY CLEANOUT
CONIFEROUS TREE
() SANITARY MANHOLE
® ® CATCH BASIN
BITUMINOUS SURFACE
or
DECIDUOUS TREE
of ® STORM DRAIN
® FLARED END SECTION
OO STORM MANHOLE
FLOOD INFORMATION:
FLOOD ZONE LINES SHOWN PER FEMMA MAPPING AND NOT
PRINCIPAL BUILDING SETBACKS
R-2 ZONING STANDARDS FIELD VERIFIED. PORTIONS OF THIS PROPERTY LIES WITHIN ZONE
MINIMUM LOT AREA = 7500 SQ.FT. FRONT 25' AE, AND ZONE A, AREAS DETERMINED TO BE WITHIN THE 0.2%
MINIMUM WIDTH SIDE = 10' ANNUAL CHANCE FLOODPLAIN OTHER AREAS INCLUDING ALL
MINIMUM WIDTH CORNER = 80' REAR = BUILDINGS ARE LOCATED IN ZONE X, AREAS DETERMINED TO BE
MINIMUM DEPTH = 125' LOT COVERAGE 65% OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON
FEMA FLOOD INSURANCE RATE MAP NUMBER 27003CO370E
HAVING AN EFFECTIVE DATE OF DECEMBER 16TH, 2015. THE
BASE FLOOD ELEVATION OF 912.0 (ZONE AE) IS SHOWN ON THE
SURVEY FOR REFERENCE PURPOSES ONLY.
B U R(DU E
ESTATES
CONTACT:
CDC Consulting LLC,
C/O Todd Christenson
todd2414c@aol.com
763-268-9442
COUNTY/CITY:
ANOKA
CO U NAY
C��Y OF
LINO LAKES
REVISIONS:
DATE REVISION
6-29-24 CONCEPT PLAN
9-16-24 WETLANDS
1-6-25 REVISE
1-10-25 ADD STREET R/W
CERTIFICATION:
I hereby certify that this plan was prepared by
me, or under my direct supervision, and that I am
a duly Licensed Land Surveyor under the laws of
the state of Minnesota.
Dan"iell ThurmesRegistration tuber: 25718
Date:--6 _29 _24-----
PROJECT LOCATION:
�s-1g
ZOTH AVE_
PID#25-32-22-32-0001
PID#25-32-22-31-0003
PID#25-32-22-33-0001
Suite #200
1970 Northwestern Ave.
Stillwater, MN 55082
Phone 651.275.8969
dan@cssurvey
.net
CORNERSTONE
LAND SURVEYING, INC.
FILE NAME SURVCDCO2
PROJECT NO. CDC2402
CONCEPT
PLAN
MATCH LINE - SEE LOWER RIGHT A G\
BTUB
INV-B03 2
PLAN ADJ.
L4" -- 1 -- I-- -- -- 8„WM
— — — — — — I',
—
24 547.51 0
32" 141.43
439.36� o
�
n
DEDICATED R/W FOR 1 2 �, 2
;
FUTURE ROADWAY \ �Ifp"' \
SANITARYS E � �
V9.0
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CULVERT
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SYMBOL LEGEND
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GENERAL
NEW BITUMINOUS PAVEMENT
PROPERTY LINE
EASEMENT LINE
— • — • — RIGHT-OF-WAY LINE
..-. .-. ... ...— SETBACK LINE
-.
__J
/O O D
S
SAN MH
918.9
INV-896.8
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INV=911.
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" CONNECT TO EXISTING
—
SANITARY SEWER STUB .
STUB
INV=897M
PLAN ADJ.
1 ^ 1
.
1 1
I
I
Birch St
T
125 (155)
10 (10) N00
N
a
Ln 0
U
MATCH LINE —
_ _SEE UPPER LEFT —
OC 18"
�' / ,1 — o" Q CSAH 54 /BIRCH STREET
I I � � � . / Q'
4 V INTERSECTION
al
�/
r`O I � OQ �? o Un \ � �[ / EXISTING TRAFFIC COUNT DATA
— INv-9oe.5-- — 132.91 v ' o� �� l 1�622 1146 3 » 20 / `. (OBTAINED FROM "CSAH 54 CORRIDOR STUDY
8D L�{�
O CP o 24"2 FINAL REPORT (MAY 17, 2024)"
N 910.6 - I Q
8" W M o0 130.92 1 V fCV D �-t� , �R
00 CO
0 �6 /
to
00
1 CONCEPT PLAN SUMMARY
`o LL= 85
SINGLE FAMILY HOMES = 58
87 N
_ SINGLE FAMILY HOME LOT DENSITY
195 k�/ L_6 �o 60pp GROSS DEV. AREA = 2,584,138 SQ FT
20TH AVE - (93,072 SQ FT)
ROW = (226,832 SQ FT)
OUTLOTS _ (1,575,694 SQ FT)
27.53 TOTAL SINGLE FAMILY AREA = 688,536 SQ FT = 15.807 ACRES
I1139.48 — 131.59 — 143.95 / TOTAL SINGLE FAMILY LOTS = 58 UNITS
PROPOSED NET DENSITY 3.67 UNITS/ACRE
W:\2024\Civil\12246099 - Lino Lakes Burque Subdivision\2. Design\B. Drawing Files\12246099 C100 - Concept Plan.dwg
Level of Service (Delay)
Intersection
Traffic
AM Peak Hour PM Peak Hour
Control
Existing 2025 2040 Existing 2025 2040
CSAH 54 (201n Ave) and CSAH 34 (Birch St) SSS
A / B (13 sec) A / B (14 sec) A / C (18 sec) A I C (15 sec) A / C (18 sec) A I D (34 sec)
LOT COUNT PROPOSED TRAFFIC GENERATION
1) SINGLE-FAMILY RESIDENTIAL UNITS:
CONCEPT PLAN 58 UNITS: APPROXIMATELY 9 VEHICLE TRIPS PER DAY PER UNIT
SINGLE FAMILY HOMES = 58 522 DAILY VEHICLE TRIPS
YIELD PLAN 2) NEW DEVELOPMENT WILL GENERATE A TOTAL OF APPROXIMATELY
SINGLE FAMILY HOMES = 60 522 DAILY VEHICLE TRIPS.
NORTH
0 50 100 200
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I hereby certify that this plan,
specifications or report was prepared
by me or under my direct supervision
and that I am a duly licensed
Professional Engineer under the laws
of the state of Minnesota.
Thomas J. Herkenhoff, P.E.
Date: 01.08.25 Lic. No.: 25520
Rev. Date Description
1Q 01.13.25 City Re -Submittal
Project #: 12246099
Drawn By: TJR/KBK
Checked By: TJH
Issue Date: 12.09.24
Sheet Title:
CONCEPT
SUBDIVISION
PLAN
Sheet:
I I
�I
I �
I �
W I
Ct�W _
LJ
• ROSEWOOD ST
Birch Street _ IFAr
I �►,' _ _ ' a
�k
-I ZONE AE _ . •» �'_;
••'t
��� DEDICATED R/W FOR �� G '� •. /x.`- � --,.•
�,,,'Fr�•, � FUTURE ROADWAY ` � ZON E AEA
BIRCHST - /.._ --- --�-- -- — — - -- - — _
ZONE A q t4e �Fqe F� /
9 /
/I TO N E V( -� -
ZONE X 9„
ZONE ALJJ
/
z II
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TDEA18
him
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III „9"
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4
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r _
00
IT 00
<JI
Bach St
T
125
(155)
10
(10)
00
IN C14
0 0
U
CSAH 54 / BIRCH STREET
INTERSECTION
EXISTING TRAFFIC COUNT DATA
(OBTAINED FROM "CSAH 54 CORRIDOR STUDY
FINAL REPORT (MAY 17, 2024)"
Level of Service (Delay)
Intersection
Traffic
AM Peak Hour PM Peak Hour
Control
Existing 2025 2040 Existing 2025 2040
CSAH 54 (20" Ave) and CSAH 34 (Birch St) SSS
A / B (13 sec) A / B (14 sec) A / C (18 sec) A I C (15 sec) A / C (18 sec) A I D (34 sec)
PROPOSED TRAFFIC GENERATION
1) SINGLE-FAMILY RESIDENTIAL UNITS:
58 UNITS: APPROXIMATELY 9 VEHICLE TRIPS PER DAY PER UNIT
522 DAILY VEHICLE TRIPS
2) NEW DEVELOPMENT WILL GENERATE A TOTAL OF APPROXIMATELY
522 DAILY VEHICLE TRIPS.
NORTH
0 100 200 400
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1 hereby certify that this plan,
specifications or report was prepared
by me or under my direct supervision
and that I am a duly licensed
Professional Engineer under the laws
of the state of Minnesota.
Thomas J. Herkenhoff, P.E.
Date: 01.08.25 Lic. No.: 25520
Rev. Date Description
1Q 01.13.25 City Re -Submittal
Project #: 12246099
Drawn By: TJR/KBK
Checked By: TJH
Issue Date: 12.09.24
Sheet Title:
NEIGHBORHOOD
PLAN
Sheet:
W:\2024\Civil\12246099 - Lino Lakes Burque Subdivision\2. Design\B. Drawing Files\12246099 C200 - Neighborhood Plan.dwg
MATCH LINE - SEE LOWER RIGHT 0- -
/ SYMBOL LEGEND
'
1r
N • %
W
eJ ' O /
Rf
i
/ I / all 24
27
18" / �• t 1
N I I 20"DEAD _ 18
CROPLAND
GRASSLAND
WETLANDS
WETLAND #1:
1,105,743 SF
WETLAND #2:
7,412 SF
WETLAND #3:
64,480 SF
WETLAND #4:
32,237 SF
WETLAND #5:
12,520 SF
TOTAL AREA:
1,222,392 SF
MITIGATION AREA
TO BE DETERMINED
WOODED AREAS
PAVED AREAS & BUILDINGS
PROPERTY LINE
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I hereby certify that this plan,
specifications or report was prepared
by me or under my direct supervision
and that I am a duly licensed
Professional Engineer under the laws
of the state of Minnesota.
N
Thomas J. Herkenhoff, P.E.
Date: 01.08.25 Lic. No.: 25520
Rev. Date Description
1Q 01.13.25 City Re -Submittal
Project #: 12246099
Drawn By: TJR/KBK
Checked By: TJH
Issue Date: 12.09.24
Sheet Title:
RESOURCE
INVENTORY
PLAN
Sheet:
Attachment 6: City Engineer Memo dated February 5, 2025
wsb
Memorandum
To: Katie Larsen, Lino Lakes City Planner
From: Kris Keller PE, WSB
Diane Hankee PE, Lino Lakes City Engineer
Date: February 5, 2025
Re: Burque Estates
Concept Plan Review
027885-000
WSB's review of the Concept Plans for the Burque Estates development in Lino Lakes, MN,
prepared by Larsen Engineering and received January 13, 2025. Our comments were made on
the following documents:
o Burque Estates - Concept Plan Submittal prepared by Larsen Engineering, dated
U
January 13, 2025.
Z
w
co The following review comments should be responded to in writing by the applicant.
— Engineering
0
a
°° General
co
N
The Burque Estates development includes approximately 60 acres between 201" Avenue
(CSAH 54) and Interstate 35E, south of Birch Street. The current conceptual project
proposes 58 single family units and associated infrastructure.
0
• Grading
Z
The Burque Estates development includes site grading for the 58 units as well as
a extensions of Chestnut Street, and approximately four local streets that are yet to be
a
named.
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a
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• Stormwater Management
a
N
W
The Burque owned area of the site, 58.24 acres, overland flows to onsite private ditches
U) that then flow through a culvert under 20th Ave and eventually outlets to Lake Amelia within
VLAWMO. There is a culvert under 135E at the Burque Property that brings water from the
w east side of 135E to the site.
w
co The concept plan shows limited stormwater management features. The applicant will be
required to meet the City of Lino Lakes stormwater erosion and sediment control ordinance.
w
;° Stromwater reuse will be required for all development irrigation.
Ms. Katie Larsen
02/05/2025
Page 2
Water Supply
The City's water supply system well firm capacity should meet or exceed its maximum day
demand. This criteria is currently constrained by poor water quality in some wells, the White
Bear Lake court orders and ongoing litigation, and annual variability in water use due to
drought and other factors. Based on the water supply capacity and well trigger analysis
completed in April 2024, excluding Well No. 2 due to poor water quality, if the City is able to
add Well No. 7 then the system could serve approximately 7,300 households (about 1,400
households more than the existing 5,900 households) before Well No. 8 is needed. The
final number of available households will need to be determined as the project progresses.
The City has begun conversations with the Minnesota Department of Natural Resources
(DNR) about permitting Well No. 7 and is awaiting confirmation whether it can be
constructed at this time given the ongoing White Bear Lake litigation.
Applicant to verify water pressure is adequate for all locations within the development. All
proposed units are required to be on the municipal water supply.
Water infrastructure for the Burque Estates Addition has not yet been designed and will
need to be submitted for preliminary plat by the applicant. There is an existing 16-inch
diameter trunk watermain within Cypress St that will need to be looped to the existing 16-
inch diameter trunk watermain at Birch St. A 12-inch diameter watermain will need to be
extended south through the property or along 20th Avenue. It should then loop back to the
existing 8-inch diameter watermain within Chestnut St. Otherwise, the development will
include a water system with predominately 8- inch diameter ductile iron pipe (DIP) water
main with 1-inch Type K copper services being extended to each lot. Water supply will
need to be evaluated in conjunction with current pending DNR water appropriation
approvals. An additional 12" water stub will need to be extended to the south for future
development.
The development is in the City's Drinking Water Study Management Area and has high
vulnerability and would be subject to those requirements.
Sanitary Sewer
Sanitary sewer collection for the Burque Estates development has not yet been proposed
and will need to be submitted for preliminary plat by the applicant. It is anticipated that the
existing 8-inch polyvinyl chloride (PVC) sanitary sewer within Cypress St that will need to
be extended south to serve the south portion of the site. The sanitary sewer at Chestnut St
is not deep enough to serve the south portion site.
We recommend that the City consider project phasing such that the utilities are extended
to the south with the first phase.
The addition will need to be evaluated by the applicant as to whether the existing lift
station will need to be oversized to accommodate the proposed development and the
remaining sanitary sewer district 3C. Oversizing costs for the remaining sanitary sewer
district 3C will be credited by the City. The site will otherwise be served by 8- inch
Burque Estates Concept Plan Submittal - Engineering Review
Ms. Katie Larsen
02/05/2025
Page 3
diameter main along with 4-inch Schedule 40 PVC service pipe to each lot. Additional
sanitary sewer stubs will be extended to the south.
• Transportation
A general street layout has been proposed with the Concept Plan. The City of Lino Lakes'
Comprehensive Plan requires neighborhood street connections. The Burque property is
adjacent to 1-35E which is a Principal Arterial, 20th Avenue (CSAH 54) which is A -Minor
Arterial Reliever, Birch Street (CSAH 34) is a Major Collector road, Cypress Street and
Chestnut Street are local roads. The applicant is showing connections with the right of
way to Chestnut Street in the northeast portion of the development and 20th Avenue
(CSAH 54) in the southwest portion. Cypress Street is planned to be connected to Birch
Street as outlined in the City's Comprehensive Plan. A traffic study will be required for the
site.
Trails and sidewalks
A trail will be required along the east side of Chestnut Street from the north and then
crossing Chestnut and following the wetlands around the back of Block 1. Areas where
the trail will be near the wetlands will require an engineered (2') sand subgrade section.
Additional sidewalks will be required along the connector roads or as directed by the City
Planner.
Comments
1. The traffic study shall include the intersections of Red Oak and 20th Avenue, 21st
Avenue and Cedar Street, Birch Street and 20th Avenue and 20th Avenue at the
proposed site intersection. The analysis should address the intersection
geometrics (i.e. turn lanes) and traffic control needed to accommodate the
proposed site development.
2. The traffic study shall meet the requirements outlined in City ordinances. The ten-
year forecast review should be 2040 and include a future connection of Birch
Street to Cypress Street.
3. The applicant will need to receive approval from Anoka County for the site access
to 20th Avenue. The proposed access is approximately 1,300 feet south of Birch
Street. It is anticipated that they will require left and right turn lanes on 20th
Avenue.
4. Right of way shall be provided at the impacted intersections to accommodate any
required or future improvements. In addition, right of way shall be provided east of
the Birch Street for the future connection to the existing Northpointe development.
5. A noise study will be required, and noise attenuation should be accounted for in
plat layout. Currently there is no space provided for noise attenuation and we
anticipate this will impact to the proposed plat layout/ density.
6. Provide traffic calming (narrowed lanes, bump outs, etc.) at the midblock trail
crossing on Chestnut Street
• Wetlands and Environment
Burque Estates Concept Plan Submittal - Engineering Review
Ms. Katie Larsen
02/05/2025
Page 4
The site includes 35 acres of wetland and buffer. An approved wetland delineation will be
required. The applicant will need to work with VLAMWO for Wetland Conservation Act
regulations.
The project indicates that there are approximately 28.06 acres of wetland. A wetland
replacement plan based on the impacts will need to be submitted, reviewed, and approved
through VLAMWO and the City.
The site is located in the Wetland Management Corridor (WMC). Wetland buffers meeting
minimum and average requirements will be required around all wetland areas following
construction. Any disturbed buffer areas should be seeded with a seed mix containing
native, non-invasive, species.
The applicant should verify with the DNR's Natural Heritage Information System database
for the potential presence of protected species within and near the project area, including
protected plant species. The applicant should coordinate with the DNR on the need for
additional studies or surveys as necessary.
The applicant should verify and may need to conduct a Cultural Resource Assessment of
the development site through SHPO.
• Landscaping
A Landscape Plan for the Burque Estates development has not yet been submitted. One
will need to be submitted and reviewed by staff and the City's Environmental Coordinator
The Environmental Coordinator will provide separate comments.
• Floodplain
The site includes 60-70% Zone A Floodplain. A Base Flood Elevation will need to
be determined and approved by FEMA. A LOMR will be required and floodplain
mitigation will be required as applicable.
Drainage and Utility Easements
Roadways are proposed within right-of-way and lots include standard drainage and utility
easements. Larger drainage and utility easements will be required to be provided over
any utilities outside the right of way and any surface water management features. The
eastern 75' feet of CSAH 54 should be dedicated as right of way to Anoka County.
Drainage and Utility easements, through 6620 20th Avenue, will be required to extend
municipal utilities from Cypress Street to the proposed development.
Conservation easements will be required over wetlands. Standard side yard drainage and
utility easements and easements over public utilities will be required.
• Development Agreement
A development agreement will be required with the final plat.
• Grading Agreement
Burque Estates Concept Plan Submittal - Engineering Review
Ms. Katie Larsen
02/05/2025
Page 5
Grading agreement not required at this time.
• Stormwater Maintenance Agreement
The stormwater maintenance for public facilities in the Burque Estates development will be
covered under the City's Programmatic Stormwater Management Agreement after the
facilities have been installed and accepted by the City. Borrow areas / Lakes area will be
maintained by the HOA.
• Permits Required
Required permits will be determined at the time of preliminary plat submittal. Potential
permits may include some of the following and others:
1. NPDES General Construction Permit
2. City of Lino Lakes Zoning Permit for Construction
3. Minnesota Pollution Control Agency Sanitary Sewer Extension Permit
4. Minnesota Department of Health
5. Rice Creek Watershed District Permit
6. Anoka County Right -of -Way Permit
7. USACE for Wetland Fill / Mitigation
8. FEMA LOMR
If you or the applicant have any questions regarding these comments, please contact Kris
Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651)
982-2430 or dhankee@linolakes.us.
Burque Estates Concept Plan Submittal - Engineering Review
Attachment 7: Environmental Memo dated January 29, 2025
CITY ^"; OF
I NKES
To: Katie Larsen, City Planner
From: Tom Hoffman, Environmental Coordinator
Environmental Memo
Date: January 29, 2025
Re: Environmental Comments— Burque Estates Concept Plan PUD
Environmental Board had recommended the following at their January 29, 2025 meeting:
1. Tree preservation notes that trees 18" in diameter are shown and make up 144
trees. The requirements of the city is to show deciduous trees 6" or larger in
diameter and coniferous trees 12' or taller
a. Update the tree preservation plan to include all significant trees as defined in
city code 1001.007.
b. Provide a table showing each tree by species, diameter/height, condition,
and if it is being removed.
c. Future submittals shall include calculations for mitigation of trees outside of
the basic use area. All removals outside of the basic use area will require
mitigation and calculations should be provided on future plans.
d. Provide removal of dead ash trees within dedicated park and open space to
limit maintenance required by the city once ownership is transferred.
2. Submit a wetland delineation for the site.
a. Mitigation will be required for any wetland impacts.
b. Avoidance of wetlands should be considered, move stormwater
management outside of existing wetlands.
c. Rare, unique, and significant resources survey should be performed for
impacted wetlands.
3. The site is shown to be within the flood plain. Provide information on base flood
elevations for zone A.
a. Any impacts to the floodplain will require compensatory storage be provided.
4. Wetland buffers should have a minimum width of 25 feet and be 50 feet wide
on average.
5. Submit stormwater modeling for the site
a. Storm water pond design should take into account the site's location in
a highly vulnerable area of the Drinking Water Supply Management
Area. This may limit infiltration possibilities on the site.
b. A portion of this site is within the Lake Amelia Ditch Study. BMP's should be
incorporated into the final design as shown on the study
c. Lake Amelia is currently not listed as an impaired water body. The proximity
of the project site to the lake and the drainage ditch that flows into the lake is
crucial. Extra effort should be taken for stormwater management to protect
the existing ditches and downstream resources.
d. Water reuse should be explored as an option for any irrigation within the site.
6. Maintain the function and flow of the existing ditches within the property. The ditch
system drains the site and upstream areas east of the freeway. Existing drainage
areas will need to be preserved.
a. Opportunities exist for rerouting the ditches with the proposed development
along with restoration along the corridor.
7. The 2040 Comprehensive plan shows a portion of the site, along both ditches being
part of the greenway system.
a. Show the greenway system on future submittals and connection to the north
to existing parks and trails facilities
b. Provide conservation easements overall wetland and open space in the
development to ensure connectivity with existing and future development.
8. Opportunities for wetland restoration onsite with the development. Potential
wetland mitigation onsite. Preserve and enhance all wetlands where feasible.
9. The site is located within the Lino Lakes East wellhead protection area. Consideration
for the vulnerability of the DWSMA should be considered during future proposals.
10. Complete a noise study as part of the development to see if any mitigation will be
required.
11. The project will disturb more than an acre of soil and will be required to obtain an
NPDES permit. Proof of permit shall be required before construction.
12. A SWPPP shall be required in additional submittals as required by the MPCA meeting
sections 5.2-5.26
a. Final erosion and sediment control will be reviewed with future submittals
b. Redundant perimeter control will be required around all wetlands onsite
where a 50' natural buffer cannot be maintained during construction.
Redundant perimeter control should be spaced 3-5' apart.
Page 2
Attachment 8: Public Services Director/Park Board Memo dated February 6, 2025
C IT F
LIN01KES
DATE: February 6, 2025
TO: Katie Larsen, City Planner
FROM: Rick DeGardner, Public Services Director
RE: Burque Estates - Park Dedication Discussion
The Park Boards primary discussion last night revolved around extending the existing trail along
Chestnut Street westward to eventually provide pedestrian access to Tower Park, located at Birch
Street and Centerville Road. There are two options to explore:
Install a boardwalk/trail along the northern boundary of the development from 20t" Avenue
South to Chestnut Street. The existing future Cyprus Street ROW, along with an 850'
boardwalk would extend direct access from the existing trail on Chestnut Street to the Birch
Street and 20t" Avenue South intersection. The future trail project of extending the trail
along westward along the south side of Birch Street will complete the connection to Tower
Pa rk.
2. Extend the paved trail southward along the east side of Chestnut Street from the
Northpointe Development, then cross Chestnut Street and continue the trail along the
wetland buffer. I included an attachment illustrating this.
I think both options merit further investigation and discussion. There are significant pros and cons
for each option!
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Attachment 9: Anoka County Comments dated January 29, 2025
From: Logan Keehr
To: Katie Larsen
Subject: RE: Land Use Application - Burque Estates
Date: Wednesday, January 29, 2025 9:40:24 AM
Attachments: image001.jpg
Caution: This email originated outside our organization; please use caution.
Hi Katie,
Our comments on this Site Plat are:
Our preferred location for a connection to CSAH 54 (20th Ave.) is directly across from CSAH 34
(Birch St.). This would allow for a full access connection since CSAH 34 will remain a full
access intersection. Any access south of CSAH 34 would need to be a right in/right out
intersection based on our access spacing guidelines. Any access connection would require a
NB right turn lane.
Let me know if you have any questions.
Logan Keehr, PE
Traffic Engineer II
Anoka County Transportation Division
High way- Transit-FI eet-Surveyor-GIS
1440 Bunker Lake Boulevard NW
Andover, MN 55304
www.anokacountymn.gov
Office: 763-324-3100
Direct: 763-324-3183
Fax: 763-324-3020
ou.r pass�ovu �s Uour safe w,2U hovi.el
From: Julie Whitney <JWhitney@linolakes.us>
Sent: Friday, January 17, 2025 12:52 PM
To: metrodevreviews.dot@state.mn.us, Logan Keehr <Logan.Keehr@anokacountymn.gov>; M
Eichinger <meichinger@isdl2.org>
Cc: Katie Larsen <KLarsen@linolakes.us>
Subject: Land Use Application - Burque Estates
CITY COUNCIL
WORK SESSION STAFF
REPORT ITEM NO. 6
STAFF ORIGINATOR: Michael Grochala, Community Development Director
WORK SESSION DATE: March 3, 2025
TOPIC: Public Works Facility Construction Manager as Agent RFQ/RFP
BACKGROUND
Staff is proposing to use the construction manager as agent (CMa) process as part of the public
works facility design and construction. Under this process the City would retain a qualified
construction management firm to assist with the overall design, management, and construction
of the project. They would work hand in hand with City staff, architect, and engineering team
to complete the project. Under this process the City would be bidding out components of the
project directly rather than relying on a general contractor. The CMa scope of services would
include:
Pre -construction activities: these include consulting on aspects of project design with the City
and Oertel Architects, creating parameters for quality, cost and time, constructability reviews
and cost analysis and management of the overall project budget. This would also include
development of a phasing and sequencing plan.
Procurement activities: these would include developing a procurement plan include multiple
bid packages, along with bid and award administration.
Construction Phase: these activities would include coordination of all subcontractors, vendors
and suppliers, prepare project schedule, lead change order review and dispute resolution in
coordination with staff and Oertel Architects, enforcing and maintaining quality of control
standards and review of contractor labor, materials and other costs.
Closeout: Management and coordination of final start-up, testing and occupancy, facilitate
commissioning process and compile all project documentation.
The CMa essentially covers the day-to-day project management, along with providing another
viewpoint during design discussions. We believe this will be extremely important given that we
will be working on the existing Public Works site. The City previously used a construction
manager for the City Hall building.
REQUESTED COUNCIL DIRECTION
Staff is requesting direction to seek proposals from qualified firms for providing these services.
ATTACHMENTS
None.
CITY COUNCIL
WORK SESSION STAFF
REPORT ITEM NO. 7
STAFF ORIGINATOR: Michael Grochala, Community Development Director
WORK SESSION DATE: March 3, 2025
TOPIC: Backup Building Inspection and Plan Review Services
BACKGROUND
The City entered into a Professional Services contract with MnSpect, LLC in 2020 to provide
supplementary building inspection services during periods of peak demand. MnSpect currently
provides, on an as needed basis, an inspector with a Limited Building Official certification. This
person can complete inspections on one and two-family dwellings. To provide additional
redundancy to our Building Department services, staff is proposing to expand the services
provided by MnSpect to include:
• Certified Building Official providing inspections on commercial properties. ($840/day)
• Designated Building Official, for periods when the city doesn't have an internal designee.
($1,500/week)
• Commercial Plan Review services ($135/hour)
As noted above these are intended to be supplementary and/or emergency services used as
needed to maintain service levels. Staff is still proposing to fill the vacant Building Inspector
position. The 2025 building department budget includes $36,720 for contracted inspection
services.
REQUESTED COUNCIL DIRECTION
Staff is requesting City Council direction to bring forward a professional service agreement
amendment for consideration.
ATTACHMENTS
None.
1
CITY COUNCIL
WORK SESSION STAFF REPORT
ITEM NO. 8
STAFF ORIGINATOR: Curt Boehme, Interim Public Safety Director
WORK SESSION DATE: March 3, 2025
TOPIC: Public Safety Update
Update
Staff will be on hand to gather feedback on the concept/draft 4t" Quarter 2024 Public Safety
Update