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A !_'F IV l A
CITY OF LINO LAKES
PLANNING & ZONING
BOARD MEETING
Wednesday, April 8, 2020
6:30 p.m.
Meeting to be held electronically
Pursuant to MN Statute 13D. 021
1. CALL TO ORDER AND ROLL CALL
2. PLEDGE OF ALLEGIANCE
3. APPROVAL OF AGENDA
4. APPROVAL OF MINUTES: February 12, 2020 and March 11, 2020
5. OPEN MIKE
6. ACTION ITEMS
A. PUBLIC HEARING: Lyngblomsten Senior Living Community PUD
Development Stage Plan Amendment #1-Site Plan and Grading & Drainage Plan
B. Stern Addition Final Plat
C. Main Street (CSAH 14) Trail, Federal Funding Application
7. DISCUSSION ITEMS
A. Project Update
8. ADJOURN
Meeting guidelines on reverse side.
City of Lino Lakes Planning & Zoning Board
MEETING GUIDELINES
Open Mike — The purpose of a Board Meeting is to accomplish the business of the city.
When presenting at a meeting please remember to be respectful, and follow these
guidelines:
• Please address the meeting chair.
• State your name and address for the record.
• Please observe a 4-minute limit.
• The topic must relate to city business.
• Open Mike is for items not on the agenda.
• A spokesperson must represent a group of five or more — groups will have 8 minutes.
• The Presiding Officer may limit duplicative presentations.
• Remember, the meeting is to discuss city business only.
Public Hearing - Held as a separate item of business on the agenda. The public hearing
segment is your opportunity to tell the Board how you feel about issues scheduled to be
heard. Typically, a hearing follows these steps:
• The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and
ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all
meetings.
• Staff will present their report on the proposal.
• Board members will then ask City Staff questions about the proposal.
• The Presiding Officer will then open up the public hearing for anyone present who wishes to
comment on the proposal. This is the time for the public to make comments or ask questions
about the proposal.
Comments should be limited to four (4) minutes unless further time is granted by the
Presiding Officer. All comments should be directed to the Board as a body and not to any
individual Board Member or City Staff Member unless permission is granted by the Presiding
Officer. No person shall be permitted to enter into any discussion, either directly or through a
member of the Board without the permission of the Presiding Officer.
• After everyone in the audience wishing to speak has given his/her comments, the Presiding
Officer shall close the public hearing.
• The Board will then discuss the proposal. No further public comments are allowed.
• The Board will then make a recommendation(s) and/or a decision.
When you are called upon for your comments, please step to the microphone at the
podium and state your name and address for the record.
Occasionally, the Board may continue a hearing to another meeting before taking action.
Meeting Etiquette
The Planning & Zoning Board must preserve order and decorum while the meeting
is in session. A resident shall not, by conversation or otherwise, delay or interrupt
the proceedings or the business of the Board, nor disturb any resident or Board
Member while speaking or refuse to obey the orders of the Board.
CITY OF LINO LAKES
PLANNING & ZONING BOARD MINUTES
DATE : February 12, 2020
TIME STARTED : 6:30 P.M.
TIME ENDED : 8:53 P.M.
MEMBERS PRESENT : Michael Root, Sue Peacock, Perry Laden
MEMBERS ABSENT : Paul Tralle, Neil Evenson
STAFF PRESENT : Michael Grochala, Katie Larsen, Diane Hankee,
Kelsey Gelhar
PLANNING & ZONING BOARD MEETING
I. CALL TO ORDER AND ROLL CALL:
Vice Chair Root called the Lino Lakes Planning and Zoning Board meeting to order at
6:30 P.M. on February 12, 2020.
II. PLEDGE OF ALLEGIANCE
III. APPROVAL OF AGENDA \
The Agenda was approved as presented.
IV. APPROVAL OF MINUTES
Ms. Peacock made a MOTION to approve the January 8, 2020 meeting minutes. Motion
was supported by Mr. Laden. Motion carried 3-0.
V. OPEN MIKE
Vice Chair Root declared Open Mike at 6:32 P.M.
There was no one present for Open Mike
Ms. Peacock made a MOTION to close Open Mike at 6:33 P.M. Motion was supported
by Mr. Laden. Motion carried 3-0.
VI. ACTION ITEMS
A. PUBLIC HEARING: Nadeau Acres Rezoning and Preliminary Plat
Ms. Larsen, City Planner, presented the staff report.
DRAFT MINUTES
Planning & Zoning Board
January 8, 2020
Page 2
The applicant, BL Holdings, LLC, submitted a rezoning and preliminary plat land use
application for Nadeau Acres. The proposed residential development is a 69 single family
lot subdivision located north of CSAH 34 (Birch Street) and west of CSAH 54 (20th
Avenue) across from NorthPointe. It contains two (2) parcels totaling approximately 33
gross acres. The applicant is proposing an R-1, Single Family Residential development
on standard 80 foot wide lots.
Board Comments
Mr. Laden asked about park access and transportation level of service. Ms. Larsen stated
a future park to the west is programmed for the area. The closest existing park is
NorthPointe Park. Staff would consult with Anoka County regarding a possible cross
walk across 201h Avenue. Level of service information was detailed in the staff report.
Ms. Peacock also asked about park access.
Mr. Root asked about park dedication fees and park access. He also asked about south
driveway relocation for 6709 201h Avenue. Ms. Larsen noted the relocation is required
due the extension of Red Oak Lane and the applicant would work with the property
owner to relocate the existing driveway to the west.
The Public Hearing was opened at 7:00 P.M.
q
Public Comments
Christa Weber, 6709 201h Avenue, expressed concerns about having to relocate the
driveway behind house to avoid the median on Red Oak Lane. She also inquired about
future turn lanes on 20th Avenue and where that land would come from.
Jim Nelson, 6747 20t" Avenue, is not happy about the proposed development and read a
letter expressing the following concerns:
1. NorthPointe development has caused flooding of property.
2. Will existing houses be required to hook up to municipal services?
3. Why are some of the retaining walls being removed?
4. Where will run-off from stormwater pond go?
5. There should be access to Birch Street.
6. Filling in wetlands does not support goal of protecting natural environment.
7. How is stubbing in road 6 feet higher than his property compatible with adjacent
properties?
8. Pond 400 drains into an existing channel that is already full.
9. Headlights will shine into his bedroom windows.
10. He spoke with RCWD and they are only concerned about on -site drainage within the
development boundaries, not what is already happening down stream.
David Vickers, 6756 Centerville Road, asked who will be responsible for maintaining the
stormwater run-off across his property to the private ditch.
DRAFT MINUTES
Planning & Zoning Board
January 8, 2020
Page 3
Julie McNeely, 6687 20 h Avenue, asked if Outlot C provided access to her property and
inquired about drainage, wetland fill and high ground water.
Larry Olson, BL Holdings, LLC, 7567 162" d Avenue NE, Columbus, MN 55025, stated
they will certainly work with residents and staff to address concerns.
Mr. Laden encouraged applicants to have pre -development neighborhood meetings.
Mr. Vickers noted concern with pre -development neighborhood meetings is that residents
do not know City requirements and they are only hearing from developer.
Kristine Swanson, 6737 201h Avenue, asked what recourse there is if stormwater plans do
not work.
Mr. Laden made a MOTION to close the Public Hearing at 7:19 P.M. Motion was
supported by Ms. Peacock. Motion carried 3-0.
Staff Comments
1. No median is proposed on Red Oak Lane so driveway relocation shouldn't be an
issue.
2. Turn lanes will be constructed within the existing road right-of-way obtained with the
minor subdivision of 6709 201h Avenue.
3. Existing houses are not required to hook up to municipal services.
4. Staff is recommending removal of retaining walls with more gradual grade changes
where possible.
5. Access to Birch Street is not consistent with the Birch Street Corridor Study or Anoka
County access management requirements.
6. The existing wetlands are not high quality wetlands or an integral part of the City's
wetland management corridor. The wetlands are being mitigated in compliance with
Minnesota Wetland Conservation Act.
7. Staff will review evaluate existing drainage issues in the area.
8. Staff will evaluate the possibility of planting coniferous trees at the north end of
Heritage Avenue.
9. Outlot C does provide direct access to 6687 201h Avenue.
10. Site grading, drainage ways and storm sewer pipes direct stormwater to pond areas
and not on to adjacent sites.
11. Stormwater maintenance agreements are required detailing responsibility of
maintenance of facilities.
Mr. Laden made a MOTION to approve the Nadeau Acres rezoning and preliminary plat
with conditions noted in the staff report. Motion was supported by Mr. Root. Yeas: Laden
and Root; Nays: Peacock. Motion carried 2-1.
DRAFT MINUTES
Planning & Zoning Board
January 8, 2020
Page 4
B. PUBLIC HEARING: Conditional Use Permit For Building Within Floodplain,
7020 West Shadow Lake Drive
Ms. Kelsey Gelhar, WSB City Engineer, presented the staff report.
The applicant, Leslie Schuhbauer, is proposing to build a home at 7020 West Shadow
Lake Drive. A conditional use permit is required for building within the floodplain using
alternative elevation methods. The parcel is approximately 0.31 acres.
Board Comments
Mr. Laden asked if the crawl space is intended to flood, if the vents open automatically
and if storage is allowed.
Ms. Peacock asked if construction on stilts or fill is more aesthetic.
Mr. Root asked what the crawl space floor elevation was and if plantings are allowed
near vents.
The Public Hearing was opened at 8:17 P.M.
Public Comments
Leslie Schuhbauer, 1558 Simpson Street, St. Paul, MN 55108, introduce herself to the
Board. She had no other comments.
Mr. Laden made a MOTION to close the Public Hearing at 8:18 P.M. Motion was
supported by Ms. Peacock. Motion carried 3-0.
Staff Comments
1. Ms. Gelhar noted the crawl space is intended to flood, the vents open automatically
and storage is allowed. Habitable space is not allowed.
2. The low floor elevation is 885 and the vents are at approximately 887. Pumps would
be used to pump out water if necessary.
3. Landscape plantings should not be located near vents.
Ms. Peacock made a MOTION to approve the 7020 West Shadow Lake Drive conditional
use permit. Motion was supported by Mr. Laden. Motion carried 3-0.
C. Concept Plan Review for 87 Lilac Street
Ms. Larsen presented the staff report.
The applicant, Bonfe Builders, submitted a land use application for Concept Plan
Review. The proposed development is a 4 lot residential subdivision of a 1.62 acre parcel
located at 87 Lilac Street. The property owners are Lyndal and Sally Nelson.
DRAFT MINUTES
Planning & Zoning Board
January 8, 2020
Page 5
Board Comments
The Board unanimously agreed the road and public utilities should be extended to the
west property line at this time. Lot 1 and Lot 2 would then front the new road.
Mr. Laden suggested a 30 foot street setback for Lot 3 may be acceptable since older lots
along Lilac Street are at 30 feet.
Mr. Root supported a possible amendment to City ordinance regarding road right-of-way
and setbacks for certain collector and arterial roads.
Public Comments
Mr. Joe Bonfe, applicant, requested the road and public utilities not be required due to
cost. He suggested possibly dedicating an outlot to City for future road right-of-way. He
stated his son was possibly going to move into the existing house at 87 Lilac Street and
didn't see any issue with relocating the driveway to Mustang Lane.
No motion needed for concept plan review.
VII. DISCUSSION ITEMS
A. Project Updates
Staff gave verbal updates to the Board on current City projects.
VIII. ADJOURNMENT
Ms. Peacock made a MOTION to adjourn the meeting at 8:53 P.M. Motion was
supported by Mr. Laden. Motion carried 3-0.
Respectfully submitted,
Katie Larsen, City Planner
DRAFT MINUTES
CITY OF LINO LAKES
PLANNING & ZONING BOARD MINUTES
DATE
TIME STARTED
TIME ENDED
MEMBERS PRESENT
MEMBERS ABSENT
STAFF PRESENT
: March 11, 2020
. 6:30 P.M.
. 7:43 P.M.
: Paul Tralle (Chair), Neil Evenson, Michael Root
: Perry Laden, Sue Peacock
: Michael Grochala, Kelsey Gelhar, Katie Larsen,
Janele Waterman, Jessica Eller
I. CALL TO ORDER AND ROLL CALL:
Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30
P.M. on March 11, 2020.
"'q
II. PLEDGE OF ALLEGIANCE \<
III. APPROVAL OF AGENDA
The Agenda was approved as presented.
IV. APPROVAL OF MINUTES:
Meeting minutes for February 12, 2020 will be voted on April 8, 2020.
V. OPEN MIKE
Chair Tralle declared Open Mike at 6:32 P.M.
There was no one present for Open Mike.
Mr. Root made a MOTION to close Open Mike at 6:32 P.M. Motion was supported by
Mr. Evenson. Motion carried 3-0.
DRAFT MINUTES
Planning & Zoning Board
March 11, 2020
Page 2
VI. ACTION ITEMS
A. PUBLIC HEARING: Ordinance Amendment for Site Plan and Building
Modifications for 617 Apollo Drive
Ms. Larsen, City Planner, presented the staff report.
The applicant, Sergei Nazarenko, submitted a Land Use Application for an Ordinance
Amendment for site plan and building modifications at 617 Apollo Drive. The applicant
is proposing to construct a restaurant with rooftop dining in the existing building. Eagle
Liquors currently occupies the north portion of the retail building. The 1.02 acre site is
legally described as Lot 3, Block 1, Lino Lakes Market Place. Per the Marketplace
Planned Development Overlay (PDO) Design Guidelines Ordinance No. 03-05,
substantial departures from the approved plans require an amendment to the ordinance.
The proposed amendment relates to an increase in building height, exterior staircase
structure and both ground and rooftop mechanical equipment screening.
Board Comments
Mr. Root commented on the type of material use to screen the ground mechanical
equipment. He suggested a block wall be installed rather than the proposed 6ft stained
cedar fencing. Mr. Root commented on the color of exterior staircase. He suggested a
more neutral color for the staircase as opposed to the proposed red. Mr. Root questioned
if there would be enough parking spaces in the lot.
Mr. Evenson suggested the proposed 6ft cedar fencing be raised to 9ft so that it would be
high enough to screen any exhaust. Mr. Evenson concurred with Mr. Root's proposal for
a more neutral color for the staircase.
Mr. Tralle liked the idea of a block wall to screen the ground mechanical equipment. He
wondered if the screen, whether a fence or block wall is used, would prohibit the airflow
to the cooling condenser. In addition, he proposed that the fence along the trash enclosure
drive be continuous. Mr. Tralle thought the red color of the rooftop safety railings and the
staircase was fine. Mr. Tralle stated if there is concern over the number of parking spaces
in the lot it would be addressed by the business. Mr. Tralle, Mr. Evenson, and Mr. Root
thought the proposed additional screening south of the hood exhaust was not necessary.
Staff recommends approval of the Ordinance Amendment subject to conditions listed in
the staff report.
Chair Tralle declared the Public Hearing open at 7:02 P.M.
DRAFT MINUTES
Planning & Zoning Board
March 11, 2020
Page 3
Public Comments
Jerry Anderson, JAMB Architects representing Muddy Cow and the owner of the
building, was open to the idea of installing either a fence or block wall to screen the
ground mechanical equipment. He was not opposed to raising the height of the screen to
9ft. He maintained a neutral stance regarding the color of the railings and exterior
staircase. However, he stated that the owner would prefer the staircase remain red. He
also emphasized that the concern over the parking spaces was a non -issue.
Andrew Schmitz, partner of 617 Apollo Drive Muddy Cow, was present.
Mr. Root made a MOTION to close the Public Hearing at 7:17 P.M. Motion was
supported by Mr. Evenson. Motion carried 3-0.
Mr. Root made a MOTION to recommend approval of the Ordinance Amendment for
Site Plan and Building Modifications with the conditions that the screening of the ground
mounted mechanical equipment be a block wall and that the exhaust section be raised to
9 feet. In addition, the materials and colors used should match the rest of the building.
Motion was supported by Mr. Evenson. Motion carried 3-0.
B. Watermark 3rd Addition PUD Final Plan/Final Plat
Ms. Larsen, City Planner, presented the staff report.
Watermark is a 372 acre master planned residential community consisting of 692 single
family lots and 172 townhome units totaling 864 housing units. Lennar submitted a Land
Use Application for Watermark 3rd Addition PUD Final Plan/Final Plat. The plat
proposes 96 single family lots, 79 townhome lots and 1 outlot.
Staff recommends approval of the Watermark 3rd Addition PUD final plan/final plat
subject to conditions listed in the staff report.
Mr. Evenson made a MOTION to recommend approval of the Watermark 3rd Addition
PUD final plan/final plat. Motion was supported by Mr. Root. Motion carried 3-0.
VII. DISCUSSION ITEMS
A. Project Updates
Ms. Larsen, City Planner, provided an update of current city projects.
Michael Grochala, Community Development Director, provided an update regarding
Birch St., 35E/Co Rd J interchange, and Main St. trail.
DRAFT MINUTES
Planning & Zoning Board
March 11, 2020
Page 4
VIII. ADJOURNMENT
Mr. Root made a MOTION to adjourn the meeting at 7:43 P.M. Motion was supported by
Mr. Evenson. Motion carried 3-0.
Respectfully submitted,
Janele Waterman, Administrative Assistant
L
DRAFT MINUTES
PLANNING & ZONING BOARD
AGENDA ITEM 6A
STAFF ORIGINATOR:
P & Z MEETING DATE
Katie Larsen, City Planner
April 8, 2020
REQUEST: PUBLIC HEARING
Lyngblomsten Senior Living Community PUD
Development Stage Plan Amendment #1-Site Plan
and Grading & Drainage Plan
CASE NUMBER:
PD2020-001
APPLICANT: Lyngblomsten at Lino Lakes, LLC
Attn: Jeff Heinecke
1415 Almond Avenue
St. Paul, MN 55108
OWNER: Same
REVIEW DEADLINE:
Complete Application Date:
January 9, 2020
60-Day Review Deadline:
May 8, 2020
120-Day Review Deadline:
July 7, 2020
Environmental Board Meeting:
NA
Park Board Meeting:
NA
Planning & Zoning Board Meeting:
April 8, 2020
Tentative City Council Work Session:
May 4, 2020
Tentative City Council Meeting:
May 11, 2020
BACKGROUND
The applicant, Lyngblomsten, has submitted a land use application for PUD
Development Stage Plan Amendment # 1 to omit the clubhouse and revise the site plan
and grading & drainage plans.
The original PUD Development Stage Plan/Preliminary Plat was approved by City
Council on April 8, 2019 by Resolution No. 19-42. The original plans included a
centrally located stand-alone clubhouse. The clubhouse is now being omitted in order to
enlarge the stormwater pond.
This staff report is based on the following submittal documents:
• PUD Amendment Narrative prepared by Lyngblomstem dated March 9, 2020
• Revised Site Plan and Grading Plan prepared by AJA Associates, Inc. dated
December 31, 2019
• Stormwater Management Report prepared by AJA Associates, Inc. revised February
28, 2020
ANALYSIS
The April 8, 2019 Council Staff Report, Ordinance No. 07-19 and Resolution No. 19-42
detail the project's compliance with the Comprehensive Plan, Master Planning Study -
Hodgson Road & CR J and Subdivision Ordinance. Ordinance No. 07-19 rezoned the
property to PUD, Planned Unit Development in order to implement the goals of the
Master Planning Study. The Ordinance details permitted, accessory and conditional uses
allowed within the development. Resolution No. 19-42 approved the PUD Development
Stage Plan/Preliminary Plat that includes the preliminary plat, site plan, grading &
drainage plans, utility plans, landscaping plans, architectural building elevations etc. The
resolution also establishes the development's framework in regards to lot and yard
requirement, height regulations, impervious surface coverage and design guidelines.
The amendment is to the site plan and grading & drainage plan of the PUD Development
Stage Plan. If approved, all plans sheets of the PUD Development Stage Plan and
Preliminary Plat will be revised to reflect the amendment and other comments listed in
Resolution No. 19-42. The applicant will then submit PUD Final Plan/Final Plat for
Council approval.
Original Site Plan and Grading & Drainage Plan Overview
Site Plan
Resolution No. 19-42 approving the PUD Development Stage Plan/Preliminary Plat
included an overall general site plan and grading & drainage plan of the 20 acre
development.
Per the original site plan, Lyngblomsten is proposing a 3 phased approach to
redevelopment of 6 parcels totaling 20 acres located in the northwest quadrant of
CSAH49 (Hodgson Road) and CR J (Ash Street).
• Phase 1 is the senior living community consisting of the following housing
options:
Cottage Homes = 20 units
Senior Living Campus
o Independent Living = 100 units
o Assisted -living = 50 units
W
o Skilled NursingFacility acility = 48 units
o TOTAL UNITS = 218 total units
The market rate cottage homes are 1,400 sf single level cottages with 2 bedrooms and an
attached 2 1 ' x 2 1 ' garage.
The senior living community independent and assisted -living units are market -rate and
mid -range in price with a variety of 1- and 2-bedroom units and heated underground
parking. The community also includes complementary campus amenities such as a Life
Enrichment Center (2°d Half Lyngblomsten), main floor town center with bistro style or
fine dining, a pub, cinema, chapel, fitness center and gift shop. The development also
includes a 4,600 sf club house with game room, kitchen and lounge.
Phase 2 is a stand-alone 6,000 sf restaurant with outdoor patio
Phase 3 is future commercial development
The senior living community and restaurant are located on one existing 17 acre parcel.
The future commercial development will be a redevelopment of the remaining 5 parcels
(3 acres) which is currently occupied by an insurance business, vacant liquor store and
recently demolished 49 Club.
Grading & Drainage Plan
Per the original Storm Water Management Report prepared by Anderson -Johnson
Associates dated March 11, 2019, rate control is being accomplished using a combination
of a dry pond and a storm water treatment pond. The proposed rate is less than 80% of
the existing rate of runoff.
Water quality treatment is accomplished at the single stormwater treatment pond. True
infiltration was considered during the design phase, but several factors contributed to not
pursuing infiltration practices. First, shallow groundwater exists on site. Secondly, the
site has been maximized and there is not adequate space for effective infiltration
practices.
Instead, a stormwater pond was to be constructed. The stormwater pond, in addition to
providing rate control, has been sized to provide adequate dead storage to meet water
quality requirements. Finally, an irrigation pumping station will be constructed at the
stormwater pond to draw water from the pond to irrigate the surrounding areas.
The clubhouse was strategically located adjacent to the landscaped stormwater pond as a
site amenity.
Proposed PUD Amendment #1 to Site Plan and Grading & Drainage Plan
The amendment proposes to omit the stand-alone clubhouse and associated parking lot
and expand the size of the stormwater pond. Per the applicant's March 9, 2020 PUD
Amendment Narrative:
"The following changes have been made to the original PUD Application:
• Rice Creek Watershed District's (RCWD) sent comments to the design team on
4/12/2019, regarding the proposed pond. The normal water level (NWL) of the
pond was questioned by both RCWD and the city of Lino Lakes due to high
groundwater table. Lyngblomsten hired Braun Intertec in April of 2019 to monitor
the site's groundwater. We discussed these findings with the city, and as the
result, had to propose addition site storage to satisfy RCWD's comments. There
are two options to accommodate the additional stormwater storage:
o A second pond would be required. However, the location of the second
pond would have to be in the commercial parcel, limiting the developable
land and restricting how much development could occur on the
commercial parcel. The city has long seen this intersection as the gateway
to Lino Lakes and the neighborhood oriented commercial amenities have
been consistently identified by the neighborhood and city leadership as
one of the major benefits of this project.
o Therefore, in lieu of the second pond, we are proposing adding the
capacity to the current central pond to accommodate additional impervious
surface, including the 3+ acre corner lot, purchased after the original PUD
application. In doing so, the pond's size increased significantly and would
need to consume the area previously allotted for the Clubhouse and its
associated parking lot.
The development and design team have successfully included all of the amenities
from the Clubhouse into the Town Center of the main senior living building.
o In the proposal presented to the neighborhood group in August of 2018,
the amenity and administrative spaces within the Clubhouse was
approximately 4,450 square feet. The Town Center at the time was
approximately 10,200 square feet.
o In the final construction documents, our Town Center is 18,185 square
feet. This additional 8,000 square feet of common and amenity space
more than makes up in both size and function for the loss of the Clubhouse
space. The Town Center is designed to welcome the neighborhood
beyond our immediate live-in residents. Some of the additional amenities
include:
■ A vendor space for outside vendors like service dog or banking
organizations
2
■ Additional space to accommodate a community based Adult Day
program
■ Larger multi -purpose room, available for larger events like
concerts and community meeting space
■ Larger lap pool for water exercise classes
■ A larger Wellness Center
■ A larger Salon with capacity for nail care
■ Designated spaces for a 50-seat formal dining, 25-seat informal
dining (caf6), 57-seat indoor/outdoor pub, and a 16-seat party
room."
Pond Size Comparison
Original Pond 3P
Enlarged Pond 3P
Surface Area
0.56 acres
1
0.82 acres
Volume
2.810 acre feet
3.869 acre feet
RCWD issued an amended Conditional Approval Pending Receipt of Changes
(CAPROC) on March 13, 2020. The District Engineer finds the revised grading and
stormwater management plans compliant with RCWD rules.
In general, the rest of the overall site plan and building layout remains the same. The
number of housing units is still 218. Some notable changes include:
• The northeast cul de sac in the private road in the cottage home neighborhood was
flipped to the south allowing the cottage homes pads to be slightly adjusted but
the number remains 20 units.
• The northwest parking stalls have been moved to the end of the cul de sac.
• The applicant purchased 275 Ash Street and the main public road will now align
with St. Albans Street to the south as supported by Resolution No. 19-42.
• Joint parking facilities and shared driveways were incorporated into the
commercial area as required.
A final detailed site plan review will be completed upon submission of the PUD Final
Plan/Final Plat. The intent of PUD Amendment is to obtain Council approval of omitting
the clubhouse and enlarging the stormwater pond before the applicant moves forward on
final plans.
RECOMMENDATION
Staff recommends approval of the Lyngblomsten PUD Amendment #1 to omit the
clubhouse and revise the site plan and grading & drainage plan subject to the following
conditions.
5
1. If approved, the PUD Development Stage Plan/Preliminary Plat and Design
Guidelines shall be revised and submitted to staff for review that addresses all
items listed in Resolution No. 19-42 and subsequent resolution.
a. The revised plans shall show the entire full build development (cottage
homes, senior complex and commercial area).
b. The "Dashed Area = Future" can be shown on the PUD Final Plans for
each phase of development.
2. A PUD Final Plan/Final Plat land use application and submittal is required for
Planning and Zoning Board review and Council approval.
3. All plan sheets shall include a trail along the north side of CR J (Ash Street).
4. Dumpsters, trash compactor and generators for the senior building shall be located
underground in the garage area.
5. The trail easement shall be outside of the cottage home Lot # 16.
ATTACHMENTS
1. Original 3D Rendering
2. Revised 3D Rendering
3. Original Site Plan dated March 11, 2019
4. Original Grading & Drainage Plan dated March 11, 2019
5. Revised Site Plan dated December 31, 2019
6. Revised Grading & Drainage Plan dated December 31, 2019
7. City Engineer Review Letter dated April 2, 2020
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NOTES:
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... y z. xErSTATISo,.ICS: o�xE.xx xx.�xAxE.ux xoxTx. Eox oExEaa�"xrE�.
SITE STATISTICS:
E.xxE�.E,.x��xEx.o
• Wes-. " , ���- % � %�'� -----
SIGNAGE KEY NOTES
,r
i
---- �.._ — -- -- -- ---= — — — — — -- 1---
LEGEND
e x TA-
E,
.xx.xEEx 1x"T� a uxwoua -E.
®xx.o,ExxExxxxx x x"xx,.."E.E"T
�.xx.xsExxEAWxxT.W-xaE..TExExT
o .—,Exx.xxxrE xx
_ x.— .xxx xTx�,
.x:—E. "Er xo— 1.x,
.xx.xEExI E-xEEExTx xTx"E«"E ExE
a
------------—
--- . _
i,' sour e. axE
-------------------
SITE
PLAN
OVERALL
CITY SUBMITTAL - REVISION DATE 03/11019 .20
MN
ILYNGBLOMSTEN
SENIOR
NOTES
COMMUNITIES
HODGSON ROAD
LINO LAKES, MN 55014
k' 1,77
.--K: M ... ..T.—T ..—T —11 —E
LYNOBLOMSTEN
—i�=D �O H7—T —T—T - - -
1415 ALMOND AVE W
ST. PAUL, MN 65108
.k A
T.1 .1=-T C... I-- . ...... TO—
GEOTECHNICAL
7
TABLE
... N11 1-
Boring
Estimated Cut (FT)
" -6
9.50
GI-7
7
LEGEND
lITE NITAILI
IIITIN* 11- 1-11
E—AT-
. .........
--.—N.--
I.—E. U.. I ... A.— ... 11—M
—1—EowTax
M—L.
—1— A—
—E
GRADING AND
DRAINAGE
PLAN
OVERALL
CITY SUBMITTAL - REVISION DATE 03/11/2019 C1.30
I
2
3 .. 4 5 6 7 g
9
[S]
Lyngblomsten Lino
Lakes Campus
MN
A
B
r
C
E
F
G
H
WETLAND 1
EXISTING 2YR HWL = 899.66
PROPOSED 2YR HWL = 899.68
FENCE CDR. FALLS EXISTING 10YR HWL = 900.13
ON PROP. LINE--,\ PROPOSED 10YR HWL = 900.03
EXISTING 100YR HWL = 900.72
PROPOSED 100YR HWL = 900.33
r i
\\ DRY BASIN 4PIt
vg
a•F
it "S" DESIGN
24
2.1
r�WEST PARKING
\
\
REFER TO ARCHITECTURAL
FOR ALL TOWNHOME LAYOUT \
AND DIMENSIONS (TYP)
i
FENCE COR. FALLS
2.Ix NORTH
V
MATCHLINE \ \
i� 7 1
2
\o
\ o
i
DASHED AREA
= FUTURE
REFER TO ARCHITECTURAL
FOR ALL TOWNHOME LAYOUT
■��� AND DIMENSIONS (TYP)
1y B618 I
DI ASHED AREA
= FUTURE
NOTES:
1. REFER TO SHEET C1.21, SITE PLAN NORTH, FOR NOTES.
2. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
SITE STATISTICS:
NORTHEAST PARKING
TOTAL STALLS = 6
ACCESSIBLE STALLS REQUIRED = 1
ACCESSIBLE STALLS PROVIDED = 0
NORTHWEST PARKING
TOTAL STALLS = 5
ACCESSIBLE STALLS REQUIRED = 1
ACCESSIBLE STALLS PROVIDED = 0
MAIN PARKING
TOTAL STALLS = 77
ACCESSIBLE STALLS REQUIRED = 4
ACCESSIBLE STALLS PROVIDED = 7
LEGEND
REFERENCE KEY TO SITE DETAILS
1 DETAIL I.D NUMBER (TOP)
c2.1 DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK 23 24
2.1 2.1
PROPOSED CONCRETE SLAB 3 4 5
2.1 2.1 2.1
PROPOSED BITUMINOUS TRAIL PAVEMENT 2 1
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT 2 1
� f PROPOSED URBAN STREET PAVEMENT 21
PROPOSED RETAINING WALL 2.1 17
18
PROPOSED DECORATIVE METAL FENCE 2.1
01 PROPOSED TRAFFIC CONTROL SIGN 10 11 12 13 14 15
2.1 2.1 2.1 2.1 2.1 2.1
o PROPOSED BOLLARD G
® PAINTED ACCESSIBLE SYMBOL
O PROPOSED MANHOLE (MH) 24 a
C2.1 C2.1
® PROPOSED CATCH BASIN (CB) 22
( c2.1
1 2
d PROPOSED FLARED END SECTION (FES) c2.1 2.1
PROPOSED HYDRANT (HYD) (all
►� PROPOSED GATE VALVE (GV) G
® PROPOSED POST INDICATOR VALVE (PIV) G
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LYNGBLOMSTEN
1415 ALMOND AVE W
ST. PAU L, MN 55108
WOLD ARCHITECTS
AND ENGINEERS
332 Minnesota Street, Suite W2000
Saint Paul, MN 55101
woldaexorn ] 651.227.7773
ANDERSON-JOHNSON
ASSOCIATES,
INC.
LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the IaA
Registration r !019
Revisions
Date
Rood . *... A. s 2 1 I Comm: 196015
(C.S A.H. No. 32)
5 MATCH EXISTING CURB STYLE SIGNAL Date. 10/04/2019
6 6 EA7ITON
2.1 2.1BJD
�
O As Stree t (County Rood ' (C. S. A. No. 32) Drawn: DA
® Check DAR North
I
SITE PLAN
Scale:
PUD DEVELOPMENT STAGE C 1 .ZA
AMENDMENT PLAN 12/31119
1 2 3 4 5 6 7 8
9
Lyngblomsten Lino
Lakes Campus
A
MN
E
C
C
E
F
G
C
NOTES
\ I I I I 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
1
x
M WETLAND 1 ,1 �y
\ EXISTING 2YR HWL = 899.66
\ PROPOSED 2YR HWL = 899.68 x� I �P" I I x4e 'j
s �I BENCHMARKS( )
\ EXISTING 10YR HWL = 900.13 j x ) \ �sg I e FIELD VERIFY BEFORE USING
x
S -----PR OSED 10YR HWL = 900.03 I / % t X x f I xe°1 7q�A� X\°y I �p"o-q
Y X xX I I I 1 I 06.711 x ---_�- i•� .1 ME gam' I
x\ e EXISTING 100YRHWL=900.72 w I / . ,,[ u 11 I 0610EOF ' 07. E i 06.1ME BENCHMARK: MNDOT MONUMENT LOCATED AT THE SOUTHEAST QUADRANT OF SUNSET AVENUE
�'` \ \ yFQ• /N89 5 35 E {ai/4.4 J. .8 ME \ 08.7ME 10.1 ME I 06.1 ME 06.2 ME 06.21wE
\• 9.2 ME 99 RAIE-� 1 00.1 E�FPR DOSED 100YR HWL = 900.33 _ OO.ME 00.3 ME - -�x�� - x- x-x- x- -x� 05.4 07.3 07.2
0�!4 ME ``44 -- 00.4 ME r e�1 / / / ,q 6.0 EOF 7 ' Oj 07.2 EO� 06 1 yFPS OVER 35 W
1 \� \;1 `02l9 9 SM %' / 05.4�6' 05.3 �6.�� 8 907 x\ I , \ 02.9ry �p 90 /1 Elevation = 929.283 (NGVD29)
\�\ x _ �- 02.9 ' 02.9 /ice 9&ME g gp6 05.0 I 107L4
I I t I I
\\ \\\\ \\ \ "\ \\ y ° x C xl ° / / / X L/oTs �sS t07'LOT8 x Lcir?7.01 07.0OT6 L�5 7'0� \ � � t087LOT2 t08 aLOT, / \\ + SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHWEST QUADRANT OF ASH
xqV 03.3 ME \ \ I 99.81499 / 1 k / � xaf//
•�� \ \\ \ \ � � ozs 4,1 \ \ I I STREET AND HODGSON ROAD.
02.0 EOF- ME � X 07.4 07.0 \/08.2 08.7 / / I
07.0 ozo z o8.7 . Elevation = 906.81 (NGVD29)
Oj.S °0 6 07.4 u 07.0 Q7.0 07.0/�. ° 0.Ji/ 08.9 .
\ & \ \ \\ D Y BASIN 4P x�� 1 L91rr10 02.9 \\9'6Ms / os.s \ O I j SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHEAST QUANDRANT OF ASH
\ \ 1 I ' � x 08.5 -�
\ \ \\ 1 1 \ I# / \ / 07.5 071 05.6 os.s o5.5 07.3 0,., 07.5 I STREET AND HODGSON ROAD.
\ \ \ 1 y / �o os. 06.2 \ 07.9 07.
\ \ \ 99.6 ME x I �O p 06 6 06.4 / 9p6 06.0 06.5 05.9 05.8 07.6 0 1
\ \ � g / x�'':o > 1 L t t o ds' X Elevation = 903.48 NGVD29
`06.8 / 05.9 06,' p 08.0 07.g 08.6 I (NGVD29)
\ \ \ \ \ I� \ / Il�pp N I 06.5 05.fi . 1, 05.6 05.5 07. �,c1i I I
. r07.7 xW' I 07.)ME 1
'''� \ \\\x 5�2.91�IE, 1 0 • x 5.9E 07.5 / 0 1
i ` I o6.0 5. 08 I IAA SITE BENCHMARK: THRESHOLD ELEVATION ON EAST SIDE OF BUILDING LOCATED AT 6011
,.p, \ \ I I 1 05.9 07.9 a
'�I 4•" \ \ \ \ \ \ \ \ \ I I I 06.21 OF 05.9 07.0 06.1 06. \ 08 07.2 08.6 / I
\ 99.7 ME
99.8ME \ Kd 107 90 ° / I I 1 HODGSON ROAD.
"C 02.3ME 98.0 � \ 06.2� , I s ` 06.7 I 1 Elevation = 905.36 (NGVD29)
7�aH 0 073 �07.1 I ME 4
\ \ ME I ' 07dA'�`� 7q,107.1 c c 07. T 14.3 07.6 ► 08.7 08.7 07.
\ X / LOtl_6� ,o .d / LOT 19 LOT 20 07.2 08.2 5N"
/ 07.6qFP(07.7 a I I 1
�`,\ () i °6• ` / L5 / 05.4 07.3 07.6 08.7 X • 08.3 / I I e I x9qrP
�\ �� ° 1 07.3 8:3 EOF7.3 07.1
1 02.1Mh_` ( 9�h \ .�_ //06.7 y Z l x 11 Z X 1 onz o8.6
00.9 ME \ wJ x 1 1 A 1 06.4 / _ / - / _nes/--'-��-105. Oe.4 05.8 \� % 0 7 0 . d_� -� ..� \ 08.1 ..o'I•/ I I LEGEND
NOTE: ALL
DEVELOPMENT ON,,
SITE SHALL OCPUR
CONCURRENTLY
NOTE: ALL
DEVELOPMENT ON
SITE SHALL OCCUR
CONCURRENTLY
x
S89040'47"E d'x 0\31
56. 71.t \
02.5 ME
00.9 ME
0
EXISTING CONTOUR
k 909.9
EXISTING SPOT ELEVATION
`955 -
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
01-54.6
PROPOSED GRADING LIMITS
O
PROPOSED MANHOLE (MH)
®
PROPOSED CATCH BASIN (CB)
d
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
N
PROPOSED GATE VALVE (GV)
®
PROPOSED POST INDICATOR VALVE (PIV)
E-
FLOW ARROW
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
- -
PROPERTY LINE
LYNGBLOMSTEN
14115 ALMOND AVE W
ST. PAU L, MN 55108
WOLD ARCHITECTS
AND ENGINEERS
332 Minnesota Street, Suite W2000
Saint Paul, MN 55101
woldae.com 1 651.227.7773
ANDERSON-JOHNSON
ASSOCIATES,
INC. W41.
LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING
7575 GOLDEN VALLEYROAD SUITE200 MINNEAPOLIS M7V55427
FAX (763) 544-0531 PH (763) 544-7129
I hereby certify that this plan, specification 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
DAVID A. REY
Registration Number 40180 Date 10/04/2019
Revisions
Description Date Num
Comm: 196015
Date: 10/04/2019
Drawn: BJD
Check DAR North
GRADING AND
DRAINAGE PLAN
OVERALL
PUD DEVELOPMENT STAGE
AMENDMENT PLAN 12/31/2019
Scale: 1 "=60'
2
0
U
U`
Z
W
m
U)
0
00
z
�i
J
0
a
a
W
Z
Z
2
0
0
M
W
U)
T
W
Z)
z
W
a
a
z
W
x
0
Memorandum
To: Diane Hankee, PE
From: Madison Rogers
Date: April 1, 2020
Re: Preliminary Plat amendment Lyngblomsten Stormwater Review
WSB Project No. 012365-000
WSB has reviewed the preliminary plat amendment for the Lyngblomtsten Senior Communities
development for compliance with the City's stormwater management ordinance. There are four
main stormwater management systems proposed with the project:
• Storm sewer system for surface water to drain into the proposed BMPs
• Groundwater lift station to address high groundwater on the site
• Stormwater lift station to address surface flow into the underground parking garage area
• Draintile gravity system to alleviate groundwater around the proposed main building
Storm Sewer System
The storm sewer system will drain surface water from storm events and drains into two BMPs, a
dry basin (4P) and a stormwater pond (3P).
The project proposes approximately 12.5 acres of impervious surface, and the proposed
stormwater pond dead pool volume exceeds the required treatment volume for the site.
Additionally, the hydroCAD models submitted show the runoff rates for the site meet existing
rates, which meets the City requirements.
Groundwater Lift Station
The proposed lift station plans will be developed by Braun for the final plat plans and report. The
flow values from the proposed lift station will not be regulated by the City's stormwater
management rate control regulations. However, the final plat must show there are no adverse
impacts to the proposed site as a result of the proposed groundwater levels and discharge rate
from the pumped system into the stormwater system.
Stormwater Lift Station and Holding Tank
There are approximately 0.6 acres of area proposed to be drained into the underground parking
garage. The drainage will be captured by a trench drain at a low point in the garage entrance, and
then the water will be stored in a holding tank and pumped into the proposed storm sewer system
and ultimately into the proposed stormwater pond. The HydroCAD model submitted by Andesron
Engineering shows the 5 proposed holding tanks that have a capacity of 2,000 gallons each.
Total they provide the volume capacity to hold the 100-year storm event in the case of pump
failure.
Draintile Gravity System
The draintile gravity system is proposed to encompass the entire building perimeter as shown on
C1.42. This system is proposed to outlet into the existing ditch system,and will not be routed
through the storm sewer. Our understanding is that this discharge location is to prevent water levels
in the pond from backing up into the draintile system.
KA012365-000\WR\Stormwater Plan Review\012365-000 MEMO PrelimPlat Amend StormwaterReview 04012020.docx
Diane Hankee
April 1, 2020
Page 2
The draintile system is not modeled and will not be included in rate control calculations or water
quality calculations because groundwater is not regulated.
During the final plat submittal review, WSB will review the storm sewer design, site discharge
location, emergency overflow locations, and drainage and utility easements required for the site.
In summary, this preliminary plat amendment appears to meet the City requirements for stormwater
management and will be reviewed with the final plat submittal.
K:\012365-000\WR\Stormwater Plan Review\012365-
000 MEMO PrelimPlat Amend StormwaterReview 04012020.docx
PLANNING & ZONING BOARD
AGENDA ITEM 6B
STAFF ORIGINATOR:
P & Z MEETING DATE
REQUEST:
CASE NUMBER:
Katie Larsen, City Planner
April 8, 2020
Stern Addition Final Plat
FP2020-002
APPLICANT: James and Sheryl Stern
6820 West Shadow Lake Drive
Lino Lakes, MN 55014
OWNER: Same
REVIEW DEADLINE:
Complete Application Date:
March 11, 2020
60-Day Review Deadline:
May 10, 2020
120-Day Review Deadline:
July 9, 2020
Environmental Board Meeting:
N/A
Park Board Meeting:
N/A
Planning & Zoning Board Meeting:
April 8, 2020
City Council Work Session:
May 4, 2020
City Council Meeting:
May 11, 2020
BACKGROUND
The applicants, James and Sheryl Stern, have submitted a land use application for the
Stern Addition final plat. The applicants propose to subdivide their existing parcel into 2
single family lots for the purpose of constructing one (1) new single family home. The
lot is located at 6820 West Shadow Lake Drive and is 0.96 gross acres (41,741 sf) as
measured above the OHWL.
The Land Use Applications are:
• Final Plat
o 2lots
1
This staff report is based on the following information:
• Certificate of Survey and Resource Inventory Map prepared by EG Rud & Sons,
Inc. revision date March 11, 2020
• Preliminary Plat prepared by EG Rud & Sons, Inc. revision date March 11, 2020
• Preliminary Grading, Drainage & Erosion Control Plan prepared by EG Rud &
Sons, Inc. revision date March 11, 2020
• Tree Inventory/Removals prepared by EG Rud & Sons, Inc. revision date March
11, 2020
• Utility As -Built Plan prepared by EG Rud & Sons, Inc. revision date March 11,
2020
• Landscape Plan prepared by EG Rud & Sons, Inc. revision date March 11, 2020
• CLOMR-F Exhibit prepared by EG Rud & Sons, Inc. revision date March 11,
2020
• Final Plat prepared by EG Rud & Sons, Inc. dated March 9, 2020
Previous Council Actions:
• November 12, 2019: Resolution No. 19-147 approving Preliminary Plat
ANALYSIS
History
The subject site was originally platted in 1978 as Lot, Block 1, Lakes Addition No. 5.
The residential subdivision was not served by municipal water or sanitary sewer. In 2018,
the City commenced the West Shadow Lake Drive Street and Utility Improvement
Project to reconstruct the street and install municipal water main and sanitary sewer.
With the extension of public utilities, larger lots may be able to subdivide. In anticipation
of such subdivision requests, in 2018, the City also rezoned several parcels, including the
subject site, from R, Rural to R-IX, Single Family Executive Residential.
Subdivision Ordinance
The legal description of the subject site is Lot 1, Block 1, Lakes Addition No.5. It was
platted in 1978.
Per Section 1001.076(2) of the Subdivision Regulations, any subdivision that results in
the creation of one or more sewered residential lots shall be platted in full compliance
with preliminary plat and final plat requirements and therefore, it is not a minor
subdivision.
Conformity with the Comprehensive Plan and Zoning Code
The parcel is guided low density residential and zoned R-1X, Single Family Executive.
The final plat is compliant with the comprehensive plan, zoning and subdivision
ordinance.
The preliminary plat was approved by the City Council on November 12, 2019 by
Resolution No. 19-147. The final plat substantially conforms to the approved preliminary
plat.
Blocks and Lots
The final plat contains Lot 1 and Lot 2, Block 1, Stern Addition. Lot 1 proposes a new
single family home and Lot 2 contains the existing house.
Ir
Shoreland or R-IX
Requirements
Lot 1
(Proposed
House
Lot 2
(Existing House)
Min. Lot Size'
20,000 sf
20,018 sf
21,723 sf
Min. Lot Width
90 ft
110 ft (front)
107 ft (OHWL)
150 ft (front)
115 ft (OHWL)
Min. Lot Depth
135 ft
150 ft
185 ft
Building Setback
(feet)
-From Local Streets
30 ft
49.1 ft
48.1 ft
-From OHWL
--Principal
75 ft
87.6 ft
73.53 ft
-Accessory4
75 ft
Future
Relocate Existing
-Side Yard
--Principal
10 ft
21.6 & 21.1 ft
44.2 & 10 ft
--Accessory
5 ft
Future
Relocate Existing
Impervious Surfaces
30%
18.0%
19.8%
'Only land above the OHWL can be used to meet the lot size standards
2Lot width standards must be met at both the OHWL setback line and the front building setback
line
'Legal non -conforming structure. House was built prior to 1995 adoption of Shoreland
Management Ordinance
4One water -oriented accessory structure may be setback 10 feet from the OHWL
5Per Shoreland Management Overlay District
The lots will have limited ability to construct accessory structures, decks or additions due
to the required OHWL setback and floodplain requirements. This has been noted on the
preliminary plat as required and shall be noted on the certificate of survey submitted with
the building permit.
Streets and Alleys
Both lots are served by West Shadow Lake Road which has been reconstructed and
municipal water and sanitary sewer has been installed. The existing road has 60 feet of
right-of-way and the paved road surface is 26 feet wide with ribbon curb.
Easements
Standard drainage and utility easements at least 5 and 10 feet wide are provided along all
lot lines. The wetland and stormwater basin has been covered by an easement that
includes a 10 foot buffer. A drainage and utility easement varying in width also cover the
shoreline buffer.
Storm Water Management and Erosion and Sediment Control
Per Section 1011.011, stormwater management is required for all proposed land
development activity if the site is within the 100-year floodplain or within 1,000 feet of a
public water. Stern Addition is within the floodplain and shoreland district.
Per the Site Drainage Narrative prepared by Plow Engineering, Inc. dated September 13,
2019, there are 3 existing areas of discharge from the site (one to the West to W. Shadow
Drive, one to the inland wetland area, and one to the East to Reshanau Lake). Per WSB
Engineering letter dated September 24, 2019, new impervious area from the site is routed
to the west towards West Shadow Lake Drive, the north into an existing wetland area,
and the east to Reshanau Lake. The new impervious surface is less than 10,000 square
feet, and all runoff from new impervious will run over a pervious surface prior to leaving
the site, therefore no water quality treatment will be required as a result of the additional
impervious surface from the single-family residential development. A side yard drainage
way has been between the existing and proposed home.
A minimum 20 foot wide vegetated shoreline buffer has been provided as a stormwater
management best management practice (BMP) to minimize runoff pollutants from
entering the lake.
Utilities
Sanitary Sewer
A 3" sanitary sewer force main is being installed along West Shadow Lake Drive. The
existing house shall hook up upon availability. The new house shall hook-up upon
construction. The existing septic drain field shall be removed.
Watermain
al
An 8" DIP watermain is being installed along West Shadow Lake Drive. The existing
house shall hook up upon availability. The new house shall hook-up upon construction.
The existing well may be used for irrigation only or shall be properly capped and
abandoned.
Public Land Dedication
The City will require cash in lieu of land dedication for the new lot. The lot with the
existing house will not be charged a park dedication fee.
Park Dedication Fees
Total # of Lots =
1
x 2020 Park Dedication Fee
$3,150
= Total Due
$3,150
Tree Preservation
The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and
forest resource and to replace removed trees in areas where tree cover is most critical.
Sheet 4, Tree Inventory/Removals identifies 46 significant trees on the entire site and 8 of
these trees will be removed. Of those 8 trees, 7 of the trees are within the basic use area
of the house pad and driveway and mitigation is not required. The other 1 tree is being
removed in order to construct the FEMA floodplain mitigation basin. The remaining 38
trees provide open space mitigation requirements, prevent erosion control and provide
shoreland aesthetics. No further tree mitigation is required.
Landscaping
Canopy cover, foundation landscaping, and buffer and screens are not required for the 2
lot residential subdivision.
Open Area Landscaping
The proposed FEMA floodplain mitigation basin is approximately 600 sf. This would
require 1 large tree and 3 large shrubs. The remaining 38 trees and existing shrubs on site
satisfy the open area landscape requirements. No further landscaping is required.
Boulevard Trees
Boulevard trees are required at the rate of 1 tree per lot frontage for singly family lots.
This would require 2 boulevard trees. Both Lot 1 and Lot 2 contain existing trees in the
front yard that serve as boulevard trees. No additional boulevard trees are required.
5
Sod and Ground Cover
All disturbed areas shall have appropriate ground cover in accordance with Section
1007.043(17)(h). This includes the existing driveway turn around being removed.
Shoreline Buffer Zone
Reshanau Lake is an impaired, recreational development lake and efforts to protect and
improve the natural resource should be implemented with any development. A native
vegetated shoreline buffer will be required as a stormwater management best
management practice (BMP) to minimize runoff pollutants from entering the lake. The
buffer will also help stabilize the shoreline, reduce erosion and support aquatic plants and
wildlife. An average 20 foot wide but no less than 10 foot minimum wide native
vegetated buffer zone extending from the shoreline shall be installed and maintained on
both Lot 1 and Lot 2. As recommended by the Planning & Zoning Board, a 20 foot wide
access opening to the lake is allowed. A landscape plan with buffer plantings has been
submitted. A maintenance plan shall be submitted.
Wetlands
A Wetland Delineation Report was completed by Jacobson Environmental, PLLC on
August 2, 2019. A WCA Notice of Decision approving the wetland delineation was
issued by RCWD on September 16, 2019. Three (3) basins were delineated. Basin 1 is
0.016 acres and Basin 2 is 0.024 acres. Both are located within the rear yard of Lot 1.
Basin 3 is 0.008 acres and is adjacent to the Reshanau Lake shoreline on both Lot 1 and
Lot 2. No wetland impacts are proposed. Per RCWD, Rule F is not triggered; therefore,
no WMC wetland buffers are required. A drainage and utility easement 10 feet above the
delineated wetland is provided.
Floodplain
The 2015 DFIRM indicates Zone AE floodplain on both Lot 1 and Lot 2. The FEMA
base flood elevation (BFE) is 887. Per Sheet 6, CLOMR-F Exhibit, the applicant is
proposing 38 cy of floodplain fill and 39 cy of compensatory storage. The applicant has
submitted a CLOMR-F application to the City for review to revise the floodplain map.
This application shall be submitted to FEMA for approval. A LOMR-F shall be approved
by FEMA as well. It should be noted that any future proposed structures such as
accessory structures shall meet the floodplain ordinance requirements.
Shoreland Management Overlay
The general purpose and intent of the Shoreland Management Overlay ordinance is to
protect public waters. Per the ordinance Policy statement, the uncontrolled use of
shorelands of the city affects the public health, safety and general welfare not only by
contributing to pollution of public waters, but also by impairing the local tax base.
Con
Therefore, it is in the best interests of the public health, safety and welfare to provide for
the wise subdivision, use and development of shorelands of public waters.
As discussed, the site is located in a Shoreland Management Overlay district of Reshanau
Lake. This lake is a classified as a Recreational Development Lake and has an 883.5
OHWL elevation. The required OHWL setback for both Lot 1 and Lot 2 is 75 feet for
sewered lots. The proposed setback on Lot 1 is 87.6 feet and is compliant. The current
setback from the existing house on Lot 2 is 73.5 feet. The house is considered legal non-
conforming.
Per Section 1102.87(1)(c)4, impervious surface coverage on each lot must not exceed
30%. Sheet 2, Preliminary Plat notes impervious surface coverage for Lot 1 = 18.0% and
Lot 2 = 19.8%. Both meet the allowed 30% impervious surface coverage of the
shoreland ordinance.
A native vegetated shoreline buffer is provided as a stormwater management best
management practice (BMP) to minimize runoff pollutants from entering the lake. An
average 20 foot wide drainage and utility easement is dedicated on the plat along the
shoreline to create and protect the buffer.
Impervious Surface Coverage
Per the Site Drainage Narrative prepared by Plow Engineering, Inc. dated September 13,
2019, the overall total site impervious surface coverage is as follows:
Impervious Surface Coverage
Total Parcel Size
0.98 acres
Existing Impervious
0.16 acres (16%)
Proposed Impervious
0.20 acres (21 %)
Comprehensive Plan
Stern Addition is consistent with the goals and policies of the comprehensive plan in
regards to resource management, land use, housing, transportation and utilities as detailed
with approval of the preliminary plat.
Density and Land Area Calculations
The following chart implements Met Council's formula for calculating net density.
7
Gross Area (acres)
I 0.96
Wetlands & Water Bodies
(0.05)
Public Parks & Open Space
0.00
Arterial ROW
0.00
Other (Utility Transmission Easement)
0.00
Other (Wetland Buffer Area)
0.00
Net Area (acres)
0.91
# of Units
2
Gross Density (units/acre)
2.09
Net Density (units/acre)
2.20
The subject site is guided low density residential development and allows for 1.6 to 3.9
units per net acre. The proposed net density of 2.20 units per acre is consistent with the
Comprehensive Plan.
Development Agreement
A Development Agreement has been drafted by the City and shall be executed and
recorded by the developer.
Title Commitment
The City Attorney shall review and comment on the title commitment and final plat. The
title commitment shall be updated.
Stormwater Maintenance Agreement
The stormwater maintenance of this subdivision will be covered under the City's
Programmatic Maintenance Agreement.
FINDINGS OF FACT -FINAL PLAT
The Planning and Zoning Board shall consider the final plat and the Community
Development Department shall forward the Planning and Zoning Board
N.
recommendations to the City Council. The following requirements shall be met before
consideration of the final plat by the Planning and Zoning Board:
1. The final plat shall substantially conform to the approved preliminary plat and
phasing plan.
The final plat substantially conforms with the preliminary plat.
2. For plats that consist solely of individual single family residential lots, final plat
applications for subsequent phases shall not be approved until building permits
have been issued for 40% of lots in the preceding phase. This division applies
only when the preceding phase consists of 40 or more lots; and
This is a two (2) lot single family residential subdivision and will he platted in one (1)
phase.
3. Conditions attached to approval of the preliminary plat shall be substantially
fulfilled or secured by the development agreement, as appropriate.
The conditions of the preliminary plat have been substantially fulfilled. Securities will be
required with a Development Agreement.
RECOMMENDATION
Staff recommends approval of the final plat for Stern Addition subject to the following
conditions:
1. The existing septic system and private well on Lot 2 shall be properly removed,
sealed and approved by the City prior to the issuance of a single family home
building permit on Lot 1.
2. The existing house on Lot 2 shall hook up to municipal utility services upon
availability.
3. The new house on Lot 1 shall hook-up to municipal utility services upon
construction.
The following comments shall be addressed:
1. Any comments from the City Engineer letter dated March 31, 2020 shall be
addressed.
2. Any comments from the Environmental Coordinator letter dated March 31, 2020
shall be addressed.
3. The title commitment shall be updated within 3 months prior to Council approval
of final plat.
4. Sheet 4, Tree Inventory/Removal Plan:
a. A boulevard tree is not required on either Lot 1 or Lot 2. Existing front
yard trees satisfy landscape requirements. The plan shall be revised.
I
5. Sheet 6, Landscape Plan:
a. A boulevard tree is not required on either Lot 1 or Lot 2. Existing front
yard trees satisfy landscape requirements. The plan shall be revised.
b. A maintenance plan for the shoreline buffer landscaping shall be included
on the plan or submitted separately.
ATTACHMENTS
1. Aerial Map
2. Revised Preliminary Plat & Plan Set
3. Final Plat -Stern Addition
4. City Engineer Letter dated March 31, 2020
5. Environmental Coordinator Memo dated March 31, 2020
10
Aerial Map
0 50 100 200
C I T Y",. O F Stern Addition W E Feet
IN KES 6820 West Shadow Lake Drive S
CERTIFICATE OF SURVEY WITH
RESOURCE INVENTORY MAP
--for-- JAMES AND SHERYL STERN
--of-- 6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
PROPERTY DESCRIPTION:
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
NOTES:
Field survey was completed by E.G. Rud and Sons, Inc. on 7/18/2019.
Bearings shown are on Anoka County datum.
This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
Parcel ID No: 20-31-22-44-0008.
Surveyed premises shown on this survey map is in Flood Zone X (Areas
determined to be outside the 0.2% annual chance floodplain.) and Flood Zone
AE (base flood elevation 887) according to Flood Insurance Rate Map
Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency
Management Agency, effective date December 16, 2015.
W. Shadow Lake Drive was under construction at the time this survey was
completed.
Wetland delineation completed by Jacobson Environmental.
LEGEND
•
DENOTES
IRON MONUMENT FOUND AS LABELED
-Q�
DENOTES
ANOKA COUNTY CAST IRON MONUMENT
c❑
DENOTES
CABLE PEDESTAL
X 952.36
DENOTES
EXISTING SPOT ELEVATION
DENOTES
GUY WIRE
oHw�,
DENOTES
POWER POLE AND OVERHEAD WIRES
DENOTES
WELL
•:"" ......
DENOTES
EXISTING CONTOURS
DENOTES
GRAVEL SURFACE
DENOTES
CONCRETE SURFACE
WET
DENOTES
DELINEATED WETLAND BY JACOBSON
ENVIRONMENTAL, PLLC IN JULY 2019.
TREE DETAIL
------------DENOTES ELEVATION
---DENOTES TAG NUMBER
(SEE SHEET 4 FOR TREE SPECIES AND SIZES)
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
JA aQN . JD
Date: 3/11 /2020 License No. 41578
NEIGHBORHOOD CONTEXT
AREAS
TOTAL GROSS AREA = 42,757 S.F. (0.98 ACRES) 100%
EXISTING WETLAND = 2,100 S.F. (0.07 ACRES) 4.9%
ZONING
THIS PROPERTY IS CURRENTLY ZONED R-1X (SINGLE FAMILY EXECUTIVE) AND IS IN
A SHORELAND MANAGEMENT OVERLAY DISTRICT PER CITY OF LINO LAKES PLANNING
DEPARTMENT.
GUIDING
EXISTING GUIDANCE: LOW DENSITY RESIDENTIAL.
MUSH
PROPERTY IS IN THE MUSA DISTRICT.
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I
TABLE OF CONTENTS -I---
SHEET 1 - CERT. OF SURVEY
SHEET 2 - PRELIMINARY FLAT ► E�RVL
SHEET 3 - PRELIMINARY GRADIN ' DRAINAGE
892.5
I EGRVL •'
AND EROSION CONTROL PLAN
SHEET 4 - TREE INVENTORY/REMOVAL PLAIV
SHEET 5 - UTILITY EXHIBIT I °s
SHEET 6 - LANDSCAPE PLAN /
SHEET 7 - CLOMR-F EXHIBIT s
EST.19-n Professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
GRAPHIC SCALE
-- 0 10 20 40
1 INCH = 20 FEET
NORTH
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t / '•••1.• 5044 USH/TO
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P /
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MNDOT STATION: OTTER MNDT RESET
ELEVATION: 888.77 (NAVD 88)
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 8/7/2019
CHECK BY: JER
SCANNED ❑
1
9/12/19
CITY COMMENTS
BAB
2
3/9/20
CITY COMMENTS
BAB
3
3/11/20
CITY COMMENTS
BAB
NO.
DATE
DESCRIPTION
BY
SHEET 1
PRELIMINARY PLAT OF:
STERN ADDITION
PROPERTY OWNER
JAMES AND SHERYL STERN
6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
PROPERTY DESCRIPTION:
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
NOTES:
- Field survey was completed by E.G. Rud and Sons, Inc. on 7/18/2019.
- Bearings shown are on Anoka County datum.
- This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
- Parcel ID No: 20-31-22-44-0008.
Parcel area = 42,757 sq. ft. to shoreline (41,741 above OHWL).
- Surveyed premises shown on this survey map
is in Flood Zone
X (Areas
determined to be outside the
0.2% annual chance floodplain.) and Flood Zone
AE (base flood elevation 887)
according to Flood Insurance Rate Map
Community No. 270015 Panel
No. 0365 Suffix
E by the Federal
Emergency
Management Agency, effective
date December
16, 2015.
- W. Shadow Lake Drive was under construction
at the time this
survey was
completed.
- Wetland delineation completed by Jacobson Environmental.
•
X 952.36
OHW--------�
• ................•• O
F_ 7, 1
WET
BLDSB
LEGEND
DENOTES
IRON MONUMENT FOUND AS LABELED
DENOTES
ANOKA COUNTY CAST IRON MONUMENT
DENOTES
CABLE PEDESTAL
DENOTES
EXISTING SPOT ELEVATION
DENOTES
GUY WIRE
DENOTES
POWER POLE AND OVERHEAD WIRES
DENOTES
WELL
DENOTES
EXISTING CONTOURS
DENOTES
GRAVEL SURFACE
DENOTES
CONCRETE SURFACE
DENOTES
DELINEATED WETLAND BY JACOBSON
ENVIRONMENTAL, PLLC IN JULY 2019.
DENOTES
MINIMUM BUILDING SETBACK
TREE DETAIL
= = - DENOTES ELEVATION
------------DENOTES
---DENOTES TAG NUMBER
O
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
JA ONE. JD
Date: 3/11 /2020 License No. 41578
EST.1911 Professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES
AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AND
REAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT.
This property is currently zoned R-1X (Single Family Executive) and is in
a Shoreland Management Overlay District per City of Lino Lakes Planning
Department. Lot standards are as follows:
Minimum
lot
size =
20,000 sq. ft.
Minimum
lot
width
(interior) = 90 ft.
Minimum
lot
depth
= 135 ft.
Principal Structure Setbacks:
Front = 30 ft.
Side = 10 ft.
OHWL = 75 ft.
Maximum impervious surface coverage = 30%
Comprehensive Plan = Low Density Residential.
AREAS:
Total existing parcel area = 42,757 sq. ft.
Existing parcel area above OHWL = 41,741 sq. ft.
Existing upland area = 40,657 sq. ft. (excludes wetlands)
Proposed Lot 1
Total area = 20,832 sq. ft.
Area above OHWL = 20,018 sq. ft.
Impervious surface area = 3,612 sq. ft. (18.0% of area above OHWL)
Proposed Lot 2
Total area = 21,925 sq. ft.
Area above OHWL = 21,723 sq. ft.
Impervious surface area = 4,295 sq. ft. (19.8% of area above OHWL)
NORTH
GRAPHIC SCALE
20 0 10 20 40 80
1 INCH = 20 FEET
MAXIMUM DRIVEWAY WIDTH OF _/
...E
26 FEET IN RIGHT OF WAY
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EGRVL :•..�„ AREA ABOVE OHWL = 21,723 SF
TT �
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T471
OTA AREA = 20,832 %� 884_5 - 883.5 883. \ WL3.5 WL3-1
p� / 884.7 WLi 16 WL3-5 WL3. �G WL3-2 i
SEA A 7 - OHWL = 201,618 WL2- WL2-1 1 x E882.5
WATER
y WL2-3 �'\ �� /1F 13M 88 - 883.5\ EWATER
/ WL2- / P' 884.5 884.5 ,-,4 WL3-6 883.3
WL2-4 WJF1 G 883.9 WL1-1 883- WL3-8�
2 .WET WL2-18 884.5 .: WL3-4 W8379.
L2-17
WL2..5.5�� \ \ `WC ll � 7eROeOS�0 .111, W82-414 ,\ IW �\�4P��„� 88 1 883.2
�3 210, /
_
ll3M L O 884 2 883.8
882.4
884.6 884.6 !� .0 / ' 474 : WL3-11 / EWATER
WL2-15 WL 6 �?O? O /EWATER
'W 4.6 WL2-10 I 1� y'3 �O� ,.
4. L2-6 �\�I. I M 884.4 0 / 4.3 /
410 884.4 I W82212 WL2-13 .75 L /
/� •. WL2-884.7 x88 6 0 �' . 882.7 /
2 8 5 (5 WL3-12
884.7 1 '884.5 _ / 76 , / /882.5
Wt2 85.0
7 884.5 `- �49\ 884.1 884.2 ,.•/ / / EWATER
WL2-e
R--_-SHED AND FIREPIT \ /�/478 �,...•' 883713
187.2 � TO BE REMOVED-,\ \ +� 853.41 / 882.3
92 884.8 WL3-14 //
V 885.5 \ 884*FIRE
2 884.0 / EWATER
884.9 0 487 0 479 88 6 /
88�.a / WL3 ,884.24s•1 884.2 884.2
\ 480 *1* /
886.0 884.2 884.2 8,8.3.3
\ 885.9 / 1, 48,5. - - .�•VJd_ 16
489 488 \ /.1884.1 �•^ ^ 882.5
?884.8 \ 481 EWATER
2i5'• \ 'l�T 486 884.1 1 884.0
v \ / 484 4.82 •','�3�
\ \ 884.0 � .••' ' 883.6 / 882.4
\ . 9J \ 3-UP '....1v�....� 483 EWATER 8829
883.5 WL3-18
882.3
1 8 �/ x Q' WL3-19 EWATER
882.4
I �3\ WL3-20 /' EWATER VVV
Ste.•'• .'882.4
884.9x \ \ 5EWATER
1 \ �883.8 3-21
WL3-
\88\6 ��•. J t / •.881WET �W
882.2
\`\'�\ ��/ QO• ^lbin'� /EWATER
`V IV (b / EWATER :• \-�
JF
. 886'3. ��C' O� `�� /E
82.4
soWATER
�, / VVV
FLOOD ZONE "AE" �� Q?� `( 6 CiJ�
ya6 82.5
�� 1\\ 502/� WL3 8883 2?+W �EWA ER P
O JP�\ �/ o`' \ ` a 2
00(v\�' / �OQ 882.4
883... EWATER OF /� O
OD / Q WL3-�5 �
1 J E �Q
(CVO 883.8 I =
W✓v�v
L•3 6 =2p
882.5 O �v�
884.5 \ / EWATER VVV Q
� /
884.5
SH /
883.9
WL3 27
/882.4
883 g / EWATER
84.4 884.6 :WL3-28 /
x WL3-29 / 882.4
EWATER
EBRUEBRUSH
EBRUSH �•
�884.4 884.8
504 EBRUSH/TO
•.... 584.a...... $H4... 883 /j
505 WL3 -3 3 EWAT EWATER
30t',
/M9-47'05"
883.8 / 882.3
3- I WL31 EWATER
I /
883.8
I� EWATER
' 884.6
WL2-
wLz-a /
�/ BENCHMARK
I /cl l
4J //
82.9
/x / EWATER
MNDOT STATION: OTTER MNDT RESET
ELEVATION: 888.77 (NAVD 88)
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 9/3/2019
CHECK BY: JER
SCANNED ❑
1
9/12/19
CITY COMMENTS
BAB
2
1/24/20
ADDED ELECTIC EASEMENT
BAB
3
3/11/20
CITY COMMENTS
BAB
NO.
DATE
DESCRIPTION
BY
SHEET 2
PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN OF:
STERN ADDITION
PROPERTY OWNER
JAMES AND SHERYL STERN
6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
PROPERTY DESCRIPTION:
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
NOTES:
- Field survey was completed by E.G. Rud and Sons, Inc. on 7/18/2019.
- Bearings shown are on Anoka County datum.
- This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
- Parcel ID No: 20-31-22-44-0008.
Parcel area = 42,757 sq. ft. to shoreline (41,741 above OHWL).
- Surveyed premises shown on this survey map
is in Flood Zone
X (Areas
determined to be outside the
0.2% annual chance floodplain.) and Flood Zone
AE (base flood elevation 887)
according to Flood Insurance Rate Map
Community No. 270015 Panel
No. 0365 Suffix
E by the Federal
Emergency
Management Agency, effective
date December
16, 2015.
- W. Shadow Lake Drive was under construction
at the time this
survey was
completed.
- Wetland delineation completed by Jacobson Environmental.
- FLOODPLAIN FILL = 37± cu. yd. (below 887.0)
- COMPENSATORY STORAGE = 37± cu. yd. (between 883.8-887.0)
LEGEND.
o
DENOTES
IRON MONUMENT FOUND AS LABELED
_Q�
DENOTES
ANOKA COUNTY CAST IRON MONUMENT
I
DENOTES
CABLE PEDESTAL
X 952.36
DENOTES
EXISTING SPOT ELEVATION
DENOTES
GUY WIRE
OHW---------
DENOTES
POWER POLE AND OVERHEAD WIRES
DENOTES
WELL
.. ...... ..........
DENOTES
EXISTING CONTOURS
DENOTES
GRAVEL SURFACE
L-I _- I
DENOTES
CONCRETE SURFACE
WET
DENOTES
DELINEATED WETLAND BY JACOBSON
ENVIRONMENTAL, PLLC IN JULY 2019.
BLDSB
DENOTES
MINIMUM BUILDING SETBACK
s
DENOTES
PROPOSED SILT FENCE
O
DENOTES
SOIL BORING BY ALLIED ENGINEERING
�i
DENOTES
DIRECTION OF SURFACE DRAINAGE
TREE
DETAIL,
ELEVATION
-------------DENOTES
-------------
DENOTES TAG NUMBER
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
JA ONE. JD
Date: 3/11 /2020 License No. 41578
EST.1911 Professional Land Surveyors
WWW.egrud.c, , 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
►`
0
M
DIRECTION OFF
EXTEND WIRE MESH
INTO TRENCH
SUPPORT POST
ANCHORAGE IN -SITU SOIL
SILT FENCE
N.T.S.
2" X 2" WOOD OR STEEL
POST 7'-7" O.C.
WIRE MESH REINFORCEMENT, STD.
FIELD FENCE. MIN. 30" HIGH, MAX.
MESH SPACING OF 6" AND MIN.
14-1/2" GAUGE WIRE IS OPTIONAL.
GEOTEXTILE FILTER FABRIC -
OVERLAP 6" AND FASTEN AT 2'
INTERVALS. LAY FABRIC IN TRENCH.
FABRIC ANCHORAGE TRENCH.
BACKFILL TRENCH WITH TAMPED
NATURAL SOIL.
F
Z
w
a Z)LJ
=m
N Z w
(n
CL
MIN. NOTES,'
1) WIRE MESH IS NOT REQUIRED.
2) CONTRACTOR IS RESPONSIBLE FOR
REMOVAL OF ALL EROSION CONTROL
MATERIALS FOLLOWING TURF
ESTABLISHMENT.
ZONING:
This property is currently zoned R-1X (Single Family Executive) and is in
a Shoreland Management Overlay District per City of Lino Lakes Planning
Department. Lot standards are as follows:
Minimum lot size = 20,000 sq. ft.
Minimum lot width (interior) = 90 ft.
Minimum lot depth = 135 ft.
Principal Structure Setbacks:
Front = 30 ft.
Side = 10 ft.
OHWL = 75 ft.
Maximum impervious surface coverage = 30%
AREAS:
Total existing parcel area = 42,757 sq. ft.
Existing parcel area above OHWL = 41,741 sq. ft.
Existing upland area = 40,657 sq. ft. (excluding wetlands)
Proposed Lot 1
Total area = 20,832 sq. ft.
Area above OHWL = 20,018 sq. ft.
Impervious surface area = 3,612 sq. ft. (18.0% of area above OHWL)
Proposed Lot 2
Total area = 21,925 sq. ft.
Area above OHWL = 21,723 sq. ft.
Impervious surface area = 4,295 sq. ft. (19.8% of area above OHWL)
EROSION CONTROL /
REVEGETATION SPECS.
1. PRIOR TO ROUGH GRADING, INSTALL SILT
STOP FENCE IN LOCATIONS SHOWN.
ADDITIONAL SILT STOP FENCE WILL BE
REQUIRED WHERE LOCAL CONDITIONS REQUIRE.
INSTALL TREE PROTECTION AS DEEMED
NECESSARY BY THE CITY FORESTER PRIOR TO
ANY GRADING.
2. ANY GRADING SHALL PROCEED ON AN
AREA BY AREA BASIS TO MINIMIZE
UNCOMPLETED AREAS.
3. AS EACH AREA OUTSIDE THE STREET IS
GRADED, PROVIDE NATIVE TOPSOIL, SEED, AND
MULCH ANCHORED WITH A STRAIGHT SET DISC
WITHIN 14 DAYS AFTER ROUGH GRADING.
4. MAINTAIN AND REPAIR SILT STOP FENCES
(INCLUDING REMOVAL OF ACCUMULATED SILT)
UNTIL VEGETATION IS ESTABLISHED.
G�
S\)RF P PO
O
�PFtO \G R
i
890.6
._EGRVL / 4r6;832
...........................
892.7
892........
SO' �\� EGRVL ...
89 .
........................................................................... as1.a.•
6" MINIMUM OR\ ti(3 / 888 6
Owner4'3
ott 1 nd
2-
\�•' •T 888.7 ress. W S Add 6832'•
FNDIP-3527 •••....
\ 88 8902 ..........
Y S\
EGRVL O'r
/ ..•'' .•'' 887.2 ... ...... .................
x x 887.1
888 4 '. • ......................
........
x58 9 / \
ZONED R-1X
x 886.9
N.T.S. .. / - ,EGRVL' / / \ 0 887.3............ Z .......
00886.6
'V86 00....886
/ '•. x
00
•• �p' OOD ZONE "X" . •- e6.a J^ .%
EGRVL r A I / r' OeJ n r r -I- /\ n n I /\ r
/ "Ir" '•••.l: l� - Q xa86�
L ''
/ \
88 �o
- .�. '••.. � ,`J� �.� 892 _.. � - I i 884
9.................................. ............
EGRv :xass.s �ss 8 APPROXIMATE SOIL xeaa7
: OZ� . I �' s5.1 1 --- BORING LOCATION
0 sse.' - ) SET z-4157s / ELEVATION 886.5
as7 0 - o\ / WATER = 883.7
890.4
884.3A9 :EGRV/.••
EGRVL 6 WLl -7
x 884.1886.9I1� O885.4 884.7 �48 W_887. 467 468
462 885.5
884.3
888.7 - �� Mkt' 466 / WL4-3 Li-9
o '• O O w /� �0 884.3 a4_........
890 '9 )-. EGRVL �o O� q%� WL1-10
/ EGRVL 889.7 857.o ! J�� Q" h o O q)o 00D ZONE "AE" eaa.z 11, S
EGRVL - - C9 // O �^�' C5, 88 y • � '0'�F<c. WL1-5 I x882.8
EGRVL - Qi O v C7 4J :•� / 84.7 0 84.2
/ Q� C, O"a• / �P �P // 00 .: J��' S UP , WL1-4 884.4 1 884.3 •. / 883.6
/ z 'g / �J G 1 x 884.4 WL1-11 470 '•• WL3-3
\O Q ..�.... 1\ 889.8'•: O C9� Q- .. .. <00 (J Ow I: WL1-3 / --�� �Y 883.3
/\ <v 8910 �q GW ssi xsaz2 �J�<v O : TOTAL AREA ' 20,832 SF 884.0 ,\11, \� 883.8 es 472
EGRVL4g7 2 cRv�: 7aa7.QOJQOQ 11 AREA ABOVE - 20,018 SF Ws4_2 xi -WET- S �� ��FNOIP\1 �, ��0
' !I` 884.2 I '
0 0888.1 i 88 m 884.7 F.P WL1-12 8�
•496 1 O i 4 884.7 WL1-1 \\,\�y ��
it v WL2-2 �\ WL1- 8$3.5 0 �j. 883.4
/ m\II.WL1-13 471 / 883. % WL3-1 .. / �_1O O� / :891.0 1 tl / .. 84.7 884.5 -i WL3-5 883. ` .i83.5
/ EGRVL :I -11
\ �.....• "
WL1-16 WL3-7 WL3-2 i•
-890.6 .•' / \" 882.5
8849. WL2-1 ,( am 88 \13%x/' EWATER
OC) ( SETIP-41578' x 8.7 t I y WL2-3 p$\�T 884.5 1-14 W8356', 8b3.3
W82-,; "7 GF'883.9 884.5 WL1-1 883.5 WL3-8
,Z� 887.01 �_ \\ARP\�P 2.WET WL2-18 WL3-4 WL379\
ZONED R-1X EG ................•7\\\ SgBo \ \ 891.5 �\ �8 .6 p \ - S�� i'• W82.51 884.1 883.2
/..
3Cg'. '884\ O d�l,., WL3-10
EGRVL 5 OQ884.4 473
/, %•.•'
wlz s eaa.7 \ QFL a11, ,
WL2-14 (L�
V \ \ / WL2-11 884.2 883.8 ?!: /
A1.3891.4. •7 3 \ x890.8 ••. �•. 1 / WL / ' 474 WL3-11 /EWATER
\ 9 884.3 WL2-15
892:1 . C \., •.1 t84.6 wlz-10 I ( BASIN/FEMA
\\ •892.1 ''•\ ',,• '•K887.9 888870 4 L2r6 d�1: \ 884.4 MITIGATION EA a.3
O ' ° _ / ° _ \'•. \•• 494 884.4 \ 884.2 WL2-13 BOTTOM > 3.8 75 .•' / / \
O �891.0 / ° °m U/ ° ° O - 8'3 2.2 _ 891 ' / t \\'. I �•. WL2-9 \� L2-12 x 84.6 882 7 ' • / 1
i . 885.7 884.7 e
SETIP-41578 ° ° - \
ea - S iIP'r 578 \ '. 493/ 2 UP g5 / WL3-12 /
e9z:z ° ass.o a .5 q� /
E ° -89a.4 °a• ° 2 - O'o••. ° 892. .�x89 6�'.•\ \\•••..// Wk277. �'&4.\ _ 490 /76882.5
t. I` 884.5 884.2
/ EWATER /
° <. / 552.2 \ •. ; �J/ss4.1 •$$33 //
/ a ° -°4/aJ 89'22 \ \ �\ \ i \',....••'' WL3 713 /
�.- h• / 891.8 O ° ° �� ?�jm \ 4922 / \ ^ 883.4. / I PROVIDE MNDOT SEED MIX 33-261
/ x891.8 891.9 - N�O�� ••' \ �' \ I�' s�4s &4 iwL3 a //882.3-- (APPLICATION RATE - 35 LB/ACRE)
/ EWATER
\' I"••. 884.2 884.0 : / FOR BASIN.
4 891.9 8 3 884 9' 883 5 479 88$.6 '
:l 890.7 SET,IW 157
/ 891.9 0 892.0� tJ I \.: a864.,,• qg'7 FIRE 884.2 WL3 1
EGRVL 892.0 ��/^ �� '\ �491 884.2 RING / 884.2 �; I;•• /
/ : r 891.7 2 0 238 Q90. Q ' ^' \ \ 88 2 -48 /
892 503 5 ',��L \ .' V� 4.2 ,� 884 ' /
89 \\ \ ..................... •489 9 888 0 /\\ 8, O,�VJip 316 ,
//484.10 /EWATE
\�.... GE OF FLOOD ZONE ' *884.8 \ / R
` EDGE AE" :' 13 9 J SE FLOOD ELEVATION = 887.-'
$91.9 $ 486 / 884.1 1 / 884.0
.. :892.ig
0 C 484 482•.. /
.•'t 891 8 •'83
884.0
�; x889.2 t \ 7 \ 3-UP "��""../ 483 ER 882.9
/ x• 883.5 882.3 WL3-18
4" PVC - S\ O O 41• F ?� \ \ �P / WL3-19 , EWATER
891.9 - /� trj 883.5 882.4
\y 0 891.9 �<c/ W GT E WL3-20 A EWATER
89 6)I w 882.4
891.5 (� a O 47/ i c f ;x 8e45.......... .... •' \ m 8> 3.5 • EWATER
V
"J 891.2 ' Z \ WL3-21 ;-• V-
w~ EGRVL C) ' /: �* 4 :WL3.8 ,,
Q I: \ `�� /O �v ;WL3- % / .881.4 qW
I I .891.8 04 Or
to _ Q O Q I t '_ x ro °~' Q J �82.2 3-WET
a0 O I: \ O m �'�' �. EWATER Q
s\ �" I O SAD �r 882a
I ` O I O� ��� /4.8 � �• I ����� / EWATER Co W
co
�ry v 8; 'x 890./ : �'., �/,+�G/Y /882 4 \
x 91.6 892.0 (p /:' �8863. �� 't OO 2�� EWATER501
11I /� •.. ••.................. •: / FLOOD ZONE "AE" h �P f v�J
891 9
< 1 SETIP-415A8 011 L 4Q9 N,° ?.7•• •_....'_--•���J .8a �o PF'/��� 1\ 502� �� OWL382.. \ EWATER �3CV�`���
_ 6
x 891.6 47 886.5
891.E -- TOTAL AREA ,= 21,925 SF .........
/- \ ,••'' 'LOB p� \ ��'•:
EGRVL :. •.�. AREA ABOVE..OHWL=..24;723 SF 86% ° \\ x885.9 O00 �JP Qp' \� 882.4 Z O=
y_ . x8899 \:• F\' � / .•..••� EWATER
1-1/2" - 3"
CLEAN WASHED ROCK
ROCK CONSTRUCTION
ENTRANCE
-
_
'•. `��.
............. }. 1: xa9•
890.5
EBR118H
''
... .••
•.... x '••
...'889.5
I
\� 8 86.5
\ �-
\\\
:\ OF 000
:• \ GF. !�\.
\ �Q �� ......•••', I
Q WL3 Z5
/I 8838 f
I WL•3"•26
I882.5
2
41
=`tw
891.3.
O I>BRUSH
�Q0 I/
\ \ / �P CJ ///-
hx
.; I
1
O,�v
''
EBRUSH............
I
88E1.6
\ •
_ / 884.5
VV
•0 •,.
\ EWATER
V
3
•
•'
..:...... '
ONE i:"
FLooO, "
891.9 ''
EBRO�H
�8
B S
'•'
....................:....
wr 1
EBRUSH '' '
....
I
/ .•' 499
,
886.1 884.5
SH
\
V J
x88fi�7
Q7
x885.8
/
WL3 -27
;•�882.4
892.2 x 1JVr S CORNE R EWATER
I s9 .s �' SOUTH INE 84.4 a83 /
I EGRVL x842.4 r *889.0 i GOV i•LOT 8 .WL3828
I�---- -- 60 ---- ----~ MgUSH : ��� ............886.... OF SEC. 20, 0.39, R.22 x 884.68824
O ,/ x 885.8 • • / WL3-29 •'
89 3 'I' FOUND ANOKA CO. CIM IBRU / EWATER
�1 p� �Y / x885.1 ( )--_\ EBRUSH
EG VL pry. �% y I I / 884.4 884.8 •••
- EBRUSH x L 5 �:•/ /�2 4
• . ? '' ' '-•1. 04 EBRUSH/TO
ND C
892.5 :' 887.7 f : • / '505'4' 884 WLL3-53� EWATER
- rF M
S111.4 x884.3 x 8E4;4 t
N8,9047'05" W 134'.•95 8a43 : x885.5:.
N8904.7'05882.3
"
88 `\ - - - 883�&. EWATER
3it2'2 0002
�I a92s :` xsa7.4\• Owner: Jerome and Mona Poeh ng WL3-31'•.,
x 9.4........ e li
EG vL \ / R.
'9.8 .. §� •�,� Address: 6790 W Shadow Lake Dr
..... �..x886.6
892. O 889:8 8'92'S'x..•'•892.8 '......8g2.••' 'x a ZONLD'•R-1X /r
EGR L \ '
I 891.9 •" 8RJ,2 x88A.2 ••
• • t I I :948 x.. •• • \�o.•
.. 1 .80 8H3W8
882.9
6
8g886.6 EWATER
886.2
O t •..•'..Y889.9;'.. d� 886.7 ' W8268
I I �• .• .• •• a 6' 885 4
PLOWE
ENGINEERING, INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
- &- 0 ��4 -
ALI Q. ABUGH LEH
DATE: 03.11.2020 LIC. NO. 56223
xasz. 6;7 o' XiS•7iNZ3NADOW SE
c
BENCHMARK
GRAPHIC SCALE
20 0 10 20 40
1 INCH = 20 FEET
NORTH
MNDOT STATION: OTTER MNDT RESET
ELEVATION: 888.77 (NAVD 88)
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 9/6/2019
CHECK BY: JER
SCANNED ❑
1
9/12/19
CITY COMMENTS
BAB
2
3/9/20
CITY COMMENTS
BAB
3
3/11/20
CITY COMMENTS
BAB
NO.
DATE
DESCRIPTION
BY
SHEET 3
TREE INVENTORY/REMOVALS FOR:
STERN ADDITION
PROPERTY OWNER
JAMES AND SHERYL STERN
6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
PROPERTY DESCRIPTION:
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
NOTES:
Any required replacement plantings to be determined by city.
Replacement to be incorperated with construction of new
home on Lot 1.
All trees to be preserved must be protected with fencing
extended out to the driplines of the trees.
X ---------------- DENOTES TREE TO BE REMOVED
S DENOTES TREE PROTECTION FENCING
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
JA Q E. JD
Date: 3/11/2020 License No. 41578
EST.1977 Professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
TREE NO.
SPECIES
CALIPER (IN.)
TRUNKS
460
ASH
7
461
ELM
13
462
ASH
10
3
463
BASSWOOD
8
464
ASH
9
465
ASH
7
466
COTTONWOOD
17
467
COTTONWOOD
18
7
468
COTTONWOOD
18
469
COTTONWOOD
7
470
ASH
8
471
COTTONWOOD
14
472
MAPLE
12
4
473
COTTONWOOD
18
474
COTTONWOOD
20
475
COTTONWOOD
18
476
ASH
14
477
COTTONWOOD
12
478
COTTONWOOD
24
479
COTTONWOOD
20
480
COTTONWOOD
20
481
COTTONWOOD
22
482
COTTONWOOD
22
483
COTTONWOOD
22
484
ASH
10
485
ASH
16
486
ELM
8
487
COTTONWOOD
30
488
BASSWOOD
27
489
BASSWOOD
9
490
BASSWOOD
12
491
COTTONWOOD
36
492
MAPLE
30
493
MAPLE
30
494
MAPLE
12
3
495
ELM
15
496
APPLE
12
497
MAPLE
20
3
498
ASH
24
499
COTTONWOOD
40
500
ASH
8
501
BASSWOOD
36
502
MAPLE
50
503
MAPLE
12
504
MAPLE
9
505
COTTONWOOD
18
NORTH
GRAPHIC SCALE
20 0 10 20 40 80
1 INCH = 20 FEET
i
/
O
Q
891.9
CRAB4CID
I �
I w
I ti
I e
891.44
A
r\
r\r-
�_�
I I
I I I
I I I I
I\I
I\I
I I
\
/ \
L J
L/ I
I 1/
1 V
L _
/ IVIVJI DL LAILIVULU IV \
/ DRIPLINE OF ALL TREES BEING u'
I PRESERVED /
472
I
X495 1 Ste\ 0473
0474
493 494 476 3k 0475
�P490 0 477
o /478
*492
0487 0479 /
* 491 /
480
489 488 0486 485 0481 /
4840 482
483
501 J o=
v
502 \ ��
z o
/
504
505 j
30f /
N89047'05 "Wj'
/
/
BENCHMARK
MNDOT STATION: OTTER MNDT RESET
ELEVATION: 888.77 (NAVD 88)
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 9/3/2019
CHECK BY: JER
SCANNED ❑
1
9/12/19
CITY COMMENTS
BAB
2
3/9/20
CITY COMMENTS
BAB
3
3/11 /20
CITY COMMENTS
BAB
NO.
DATE
DESCRIPTION
BY
SHEET 4
UTILITY EXHIBIT FOR:
STERN ADDITION
PROPERTY OWNER
JAMES AND SHERYL STERN
6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
LJ
KI
X 952.36
OHW��
.....
F__ - wO+-1
WET
BLDSB
-I-
FM
PROPERTY DESCRIPTION:
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
NOTES:
- Field survey was completed by E.G. Rud and Sons, Inc. on 7/18/2019.
- Bearings shown are on Anoka County datum.
- This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
- Parcel ID No: 20-31-22-44-0008.
Parcel area = 42,757 sq. ft. to shoreline (41,741 above OHWL).
- Surveyed premises shown on this survey map is in Flood Zone X (Areas
determined to be outside the 0.2% annual chance floodplain.) and Flood Zone
AE (base flood elevation 887) according to Flood Insurance Rate Map
Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency
Management Agency, effective date December 16, 2015.
- W. Shadow Lake Drive was under construction at the time this survey was
completed.
- Wetland delineation completed by Jacobson Environmental.
LEGEND
DENOTES IRON MONUMENT FOUND AS LABELED
DENOTES ANOKA COUNTY CAST IRON MONUMENT
DENOTES CABLE PEDESTAL
DENOTES EXISTING SPOT ELEVATION
DENOTES GUY WIRE
DENOTES POWER POLE AND OVERHEAD WIRES
DENOTES WELL
DENOTES EXISTING CONTOURS
DENOTES GRAVEL SURFACE
DENOTES CONCRETE SURFACE
DENOTES DELINEATED WETLAND BY JACOBSON
ENVIRONMENTAL, PLLC IN JULY 2019.
DENOTES MINIMUM BUILDING SETBACK
DENOTES PROPOSED WATERMAIN
DENOTES PROPOSED SANITARY FORCEMAIN
TREE DETAIL
-------------DENOTES ELEVATION
51, ----DENOTES TAG NUMBER
`4p.
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
JA ONE. JD
Date: 3/11 /2020 License No. 41578
11119n Professional Land Surveyors
www.egrud.com 6776 Lake Drive N E, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
ZONING:
This property is currently zoned R-1X (Single Family Executive) and is in
a Shoreland Management Overlay District per City of Lino Lakes Planning
Department. Lot standards are as follows:
Minimum lot size = 20,000 sq. ft.
Minimum lot width (interior) = 90 ft.
Minimum lot depth = 135 ft.
Principal Structure Setbacks:
Front = 30 ft.
Side = 10 ft.
OHWL = 75 ft.
Maximum impervious surface coverage = 30%
AREAS:
Total existing parcel area = 42,757 sq. ft.
Existing parcel area above OHWL = 41,741 sq. ft.
Existing upland area = 40,657 sq. ft.
Proposed Lot 1
Total area = 20,832 sq. ft.
Area above OHWL = 20,018 sq. ft.
Impervious surface area = xxxx sq. ft. (xxx% of area above OHWL)
Proposed Lot 2
Total area = 21,925 sq. ft.
Area above OHWL = 21,723 sq. ft.
Impervious surface area = 4,295 sq. ft. (19.8% of area above OHWL)
NORTH
GRAPHIC SCALE
20 0 10 20 40 80
1 INCH = 20 FEET
i
890.6
EGRVL
/ 892.7
892......
ANT
x 888.5 / /
x 888.9
0
888.7 •..........
FNDIP-3527
8884
89(
x 887.2 x 887.1
X
/ \,.•'' ZONED R-1X
I / \ x 886.9
./ \ O 887.3 887.0 886.2... ••
/ \ / x
��p ... 886.....
...........
/ FLOOD ZONE "X"
s o
�\.0A I / � \ O A r \ r \ I -I- 1 / \ n I n I / \ r_x88F / \ I I I I \ I \ x887.4 L_ / \ I \ L_ 1, �O.-. "'•per / \ L/ L/ I I I \/ I V I V \/ /
\ x884.9
I a66�
I 464�
x 886.9 I \ ,�,,v5, 88 ,( 8 x _ x 884.7
'`""' 4585.1
O I 886.9 SF)FR-41578
- •888.6 1887.0 463 O� \
-. E•GR VL 1
465 884.3
x886.9\
WLi - 7 x 884.1
1
1 887.0 0467 4 0 468 7 Wa4-8
1 462 885.5 884.3
888.7 1 �, 466 / WL1-3 WL1-9
EGRVL 1 0 WL1-10 .....
-/
8843
WLi-a$�i.........
D
884-
887.0 886.5 �Ov 5 / WLI-5
/ 461
�� ""1
4.7x 84.2 884.4 1 884.3. 883.6
/ FLOOD ZONE " I" 5 UP WL1-4 WL1-11 �470 j_1AL3-3
x 882.8
X
888.6 x 887.2 884.4 x884.0 dlI. \ 883.3
Q890.3 891.0 .GW / S WLi-3 '\< V /� 472
3 EGRVL' 884.3 1-WET F,C\ \ 883.8 •� t'O
/ EGRVL 497 i887.0 8 I L4.2 IP
/ WL1 2 S884.2 \ '1=ND 1� _0 I
_. ^ .: 888.1 8 6D 884.7 �C.P W \ e s
.� ��/�496 I1 460 884.7 WL1-1 \F
Off \ x8906 I m WL2-2 v�\\. d�lmWL4-313 \\ 4Z1 5 C_ \ , 883.4
4v 891.1 TOTAL AREA = 20,8�201VYET 884.5 1 / 88�'b3.s
Q 890.6 1.0 I \ / 884.7 \ WL3-5 883. WL3-1
.EGRVL PP I AREA ABOVE OHWL = 2SF / / WLi-16 \ l WL3-7 WL3-2 /
-SETIP-41578 \ f 884.9 WL2-1 884.4 1�y_ \ 1� / EWA ER
/ Q<v OcO. - x888 7 I y/ S84.9 / 1 WL2-3 021 884.5 WL1-14 /; WL3 56 883.3
� \ \ •\ S\ 887.01 WL2-4 P\\J88 WET W82-18 WL1-15 Wa354 883.7 WL3-8 /
M .EGRVL.. \�S \\ \ 88 .6/ ��/ 1\�I. �� 884.5 WL3-9 /
ZONED R-1X - \ /� 6$° \- 891.5 \ �q �' 1 SF'� WL2-17 884.1 1183.2
/ - / \• \ , `;$� EGRVL \ Q� 884.4 WL3-10
\ \\ h WL2-55� 884.7 \ QiZO �I�I. WL2-14x\�I473•., /
ry - �/ \ \ \ WL2-11-7 / l« / 8842 883.8 /8824
/ 4 % / / $� 884.6 EWATER
.�91:3 891.4-- 8�7� \� 6•.3 \ \ x8908••. \ / 6 '474 •: WL3-11
�\ \ 9 \ k8s7.0 I / 884.3 WL2-16 /EWATER
' WL2-15
..892A \ \ pp/84.6 �\II. WL2-10 \ �/\ 884.3
\ ••x 887.9 884 'WL2-6 \ 884.4
. . O ' b a \�. yt 892 1 �.,. \ ty 494 ' 84.4 \ 884.2 WL2-13 / 475 .•' / ' /
�891 0 - �� a 892.2 891•, \ '0'•, WL2-9 \WL2-12 x884.6 .'882.7
a 1 .. \ 885.7 884.7 \ %'
SETIP 41578 a' SETT P. �1578 \ 493� \ 2-UP (b / WL3 12
892:2 a x89b;6� \ / / /
884.5
C/ 884.7 '8.4.5 476 882.5
'1. a 891_ Q _ 1 a O ° 892.0
. �� / 2g•3 \ \ \ 42-7
/ �, ('/�y • / / ��89L8 < ' O^ARS a', a- �rI 892.2 \\� \'•. ,\� •. � 82 • ,,
EWATER90W-8 884.2
\ a77
1sa.852.2 IR/478 1 .........
•83.713
887.2� /m\\
C01 \ t �492 S.S Q / t 883.4. /882.3
x 891.8 891.9 < N Q CO 1 \ , 4 \� :WL3 4 /
891.9 a Q // O 11101 8$.3 '•, �, v 0485.5 884.2 884.0 EWATER
890.7 / 891.9 � a N SET71A 578 1� •$�.4 884.9 487 FIRE 884.2 0479 WL361 /
EGRVL / CRAB4 89 .0 ��/^ 5� 1 \ 491
Q 884.2 RING / 884.2
/ 891.7 < 892.238 890.5 �,'\ �11S. \ \ 480 88�
/ "✓ 884.2 / 884.2 }
89 .0 ^ .9`0�^ \• 885.9 886.0 /\ 48�5.-- �'Mlb-16 /
489 488 82.5
884.8\\ ///481 1� �\ / EWATER
1.9 3s 9 \8iY/.6. 486 / 884.1 1 / 88�
&9
•892.0 I 1 \ 484 4.82•" 3 /
�� x 891.8 U \ 884.0 • • / 882.4
883.6 EWATER
:O x889.2 1 J 3-UP '...��.... j 483 8829
I I l 891.9 O �' � I �� / x• O. 883.5 882.3 WL3-18
\ 4" PVC -\ 891.9 a- O m 1 �. \ \ J- / WL3-19 i EWATER
W 41 CO h I \ 883.5 882.4 (/V/
\ O 891.9 [7 (Q � [a' oI \ \ WL3-20 /:
892.0 h J� Q ���N I T x 5 : 8824 WATER
w b i ♦
891.5 V I 884. \ 8V3.5
ry� EWATER
"J 891.2 ' Z S� // / I 890. <}• I v �883.8 WL3-21 t� b
Hwy EGRVL tj 00
I I x 891.8 Q- O I I �884.6 x row /�. • J .° 3 WET
co 0,Q co 882.2
I 0 n j \ �� 4O- �,�/, /��' EWATER
EWATER r O O\
COcV Ix890.8. QJ / / •'�Y 882.4 \ 00 ^
I x 91.6 / 886'3 �!V 00�2� / EWATER 1 // O2
8920 •�...... 501
1.25" pE O
SAN. I /
x.688.2 // �'J /o✓✓i F / �
��
5V I N / FLOOD ZONE "AE" ) 'Q v CJ
C 1 '' •I •..
<. 1 SETIP-415.F8 'ram 2 48g Qj --�J 6.. Pic �01 k 885� �� O 82Ox891.6 Sq \ 502 883.8 (�E,�T5
ER Q `�
886.5 \ Or\�OC\ \ ��O WL3 2?1f \ Q
WATERpER TOTAL AREA = 21,925 SIF /
SVC 7� :•: { .. AREA ABOVE OHWL = 21,723 SF 86 a \\ : •'x 8as.9 Opp P�\ Qom \ 882.4 Z o2
........••x8899 '�� 5 WATER
r• \,' \
(v\. O 883.8•. h
891.8 :'N -� 1' _..... 889 \\ 886. ,\ O!� OOP /4Q� WL35 E
L EGRVL Fes' x 8905 \ - \ G� F\x I 883.8
_ "�[ I �� ''. 891.3 EBRIJerv-... x aG' \ �\:' \ 1\� 41 I WL•3-26 p
O� EBRUSH •••889.5\r/ ;'�\ \ / eQ' O 1 1/882.5 O�v�
EBRUSH I gg61,g x 884.5 \ / EWATER VVV Q
i :......:...... ` NE X" FLOOD, NCO " sae.2
891.9 � ,I' /
r , EBRUSH.................................. EBRU 7
^`I / 88 .0
xEB S \\ ��
.. 4991 886.1 884.5SH/500
'• \\\ /
w
x886- 498
^ ,. •' . •' • x 885 8 882.4
. N „
<892.2 x Z '/ ....... /�... EWAER
WITNESS CORNER 'WL3
EGRVL 89 .8 / 84.4 883 8 /
EB usH } x889.0 �� / .....886' I SOUTH LINE OF GO LOT 8 x 8846 :WL3 28
-------- - -= 6D ------ - / I .. OF SECL20, T.31, R.220 ... 24
O / x8851 I.• (FOUND ANOKA CO. CIM)-- 884.5 EWATER
89 3 �J / �\ EBRUSH/
EG VL 893.2 I 884.4 884.8
EBRUSHx L �- / •''•L, #504 EBRUSH/TO /
- - - - �sr - 884 / aa24
- - - - - -
/ -- -----� ------ 88� 883 • /
892.5 r i '+; ( ND C 505•a WL3-31� / EWATER
rF /
885.4 xg84.3 x 884.4
z892.7 N8,9047'65 "W 134.95 aa4.3 xaas.s 30t /
O FNDIP-1/?:' /
I N89047'05"
I z•g8$. C \ EWAT
x \ \\ PIN No. 20-31-22-11-0002 / ss3.s / EWAER
�I 892'5 889.4 x88z4 \ Owner: Jerome and Mona Poeh ng WL3-31
EGRVL ,•.•• \ Address: e6790 W Shadow LakeDr/
I .893.2I ��\\x886.6
89 ......�.,,..•••.,....
..I ......$9O .... ZONED R-1X..''•.•
I EG O 889.E .892•.4.......$ '• .. \ I
892.5•x ••• 892.8 92., x891.9 891.2 \\ x886•,2 F383.8
1890.2 t 8y \ ,68829
(99/ HW 2 886.6 EWATER
\
\ 886.2:
p •••'. z889.9 :. • 886.7 ' 884.6
WL2-8
I x892. 6� Q•STII\/LIZ(i a -1
6 x 885.4
W. SHAD W USE
.....
I I SHADOW LAKE l
DR. JJ/ BENCHMARK
�891.44 893.E Ex886.4 I 482.9 p / EWATER
MNDOT STATION: OTTER MNDT RESET
ELEVATION: 888.77 (NAVD 88)
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 9/3/2019
CHECK BY: JER
SCANNED ❑
1
9/12/19
CITY COMMENTS
BAB
2
3/9/20
CITY COMMENTS
BAB
3
3/11/20
CITY COMMENTS
BAB
NO.
DATE
DESCRIPTION
BY
SHEET 5
LANDSCAPE PLAN FOR:
STERN ADDITION
PROPERTY OWNER
JAMES AND SHERYL STERN
6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
BOULEVARD TREES
BOULEVARD TREES REQUIRED:
1 TREE PER LOT
2 TREES PER CORNER LOT
# OF LOTS = 1
# OR CORNER LOTS = 0
TOTAL BOULEVARD
TREES REQUIRED = 1
COMMON NAME
BOTANICAL NAME
SYMBOL
QUANTITY
SEE
NOTES
SIZE
2"-2.5" CAL.
ROOT TYPE
B&B
SWAMP WHITE OAK
Quercus bicolor
AUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold' (male only)
SILVER MAPLE
Acer saccharinum
LINDEN/BASSWOOD
Tilia (americana)
HACKBERRY
Caltis accidentalis
ROBUSTA POPLAR
Populus X robusta
NORTHERN RED OAK
Quercus rubra
AMERICAN LINDEN
Tilia Americana
RIVER BIRCH
Betula Nigra
HICKORY (BUTTERNUT)
Carya coriformis
1 PROPOSED BOULEVARD TREE SHOWN
LEGEND
DENOTES APPROX. LOCATION OF
PROPOSED ADDITIONAL TREE
DENOTES PROPOSED BUFFER AREA
(MIN. 20 FT. AVERAGE WIDTH FROM SHORELINE)
NOTES
1) TREES ARE TO BE 2" AT 4' BH WITH 1 YEAR
GUARANTEE
2) TREES ARE TO BE IN ACCORDANCE WITH CITY'S
TREE ORDINANCE
3) BOULEVARD TREES = 1
OPEN AREA TREES = 0
TOTAL PROPOSED
TREES SHOWN = 1
4) ALL NATIVE SEED MIXES TO BE INSTALLED BY CITY
APPROVED CONTRACTOR — VERIFY WITH CITY'S
ENVIRONMENTAL COORDINATOR PRIOR TO
INSTALLATIONS
5) PROPOSED TREES MUST BE 2" TO 2.5" DIAMETER
AND BALL AND BURLAPPED.
6) REQUIRED BUFFER AREA = 4,034 SQ. FT.
PROPOSED BUFFER AREA SHOWN = 4,977 SQ. FT.
WETLAND BUFFER NOTES
1. FOR AREAS TO BE GRADED/DISTURBED
WITHIN THE BUFFER AREA, SALVAGE MIN.
6" OF TOPSOIL AND STOCKPILE AS SHOWN
— PROVIDE SILT FENCE AROUND STOCKPILE
AREA.
2. GRADE AREA TO 6" BELOW FINAL GRADE.
3. ONCE SITE GRADING IS COMPLETE,
REPLACE SALVAGED TOPSOIL WITHIN
BUFFER TO MATCH FINAL GRADES AS
SHOWN ON APPROVED GRADING PLAN.
4. PROVIDE MNDOT SEED MIX 34-271 AT
12 LBS/ACRE.
a ,
/
4.1 m
m WET m
I�
Q
/
I
I
I
I
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
t
J A S N E. R
r
Date: 3/11/2020 License No. 41578
I I
I I �
NORTH
www.egrud.com v 1 9 v `w 91%%ff v 0 1 v%ff 0 Is `, v u I« 0 0 v
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
20 0 10 20 40 80
1 INCH = 20 FEET
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 3/11/20
CHECK BY: JER
SCANNED ❑
1
2
3
NO.
DATE
DESCRIPTION
BY
SHEET 6
CLOMR=F EXHIBIT
-for- JAMES AND SHERYL STERN
-of- 6820 W. SHADOW LAKE DRIVE
LINO LAKES, MN 55014
PROPERTY DESCRIPTION:
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
DESCRIPTION OF TRACT
TO BE REMOVED FROM FLOOD ZONE AE:
That part of Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota described as
follows:
Beginning at the southwest corner of said Lot 1; thence South 89 degrees 47 minutes
05 seconds East, along the south line of said Lot 1, a distance of 47.64 feet;
thence
North 10 degrees 04 minutes 15 seconds East a distance of 5.94 feet; thence
North 44
degrees 14 minutes 08 seconds East a distance of 17.64 feet; thence North 72
degrees
31 minutes 30 seconds East a distance of 14.43 feet; thence North 83 degrees
22
minutes 41 seconds East a distance of 11.43 feet; thence South 83 degrees 44
minutes
45 seconds East a distance of 14.70 feet; thence North 66 degrees 31 minutes
25
seconds East a distance of 4.54 feet; thence North 38 degrees 33 minutes 08
seconds
East a distance of 9.75 feet thence North 12 degrees 12 minutes 03 seconds West a
distance of 7.80 feet; thence North 52 degrees 38 minutes 48 seconds West a
distance
of 10.33 feet; thence North 21 degrees 21 minutes 36 seconds East a distance
of 11.16
feet; thence South 77 degrees 57 minutes 26 seconds East a distance of 11.41
feet;
thence North 82 degrees 09 minutes 35 seconds East a distance of 13.46 feet;
thence
North 50 degrees 35 minutes 27 seconds East a distance of 7.65 feet; thence
North 21
degrees 24 minutes 08 seconds East a distance of 6.68 feet; thence North 06
degrees
02 minutes 47 seconds East a distance of 12.46 feet; thence North 06 degrees
02
minutes 35 seconds West a distance of 26.11 feet; thence North 15 degrees 15
minutes
31 seconds West a distance of 31.81 feet; thence North 30 degrees 45 minutes
11
seconds East a distance of 66.22 feet; thence North 10 degrees 12 minutes 02
seconds
West a distance of 4.78 feet; thence North 58 degrees 55 minutes 38 seconds
West a
distance of 51.32 feet; thence North 32 degrees 03 minutes 30 seconds East a
distance
of 16.53 feet to the north line of said Lot 1; thence North 59 degrees 08 minutes
50
seconds West along said north line a distance of 34.44 feet to the northwest corner of
said Lot 1; thence South 30 degrees 51 minutes 10 seconds West along the west line of
said Lot 1 a distance of 145.59 feet; thence continuing on said west line along
a
tangential curve a distance of 81.57 feet, said curve being concave to the east,
having a
radius of 152.54 feet and a central angle of 30 degrees 38 minutes 13 seconds; thence
continuing along said west line South 00 degrees 12 minutes 57 seconds West,
tangent
to last described curve, a distance of 52.77 feet to the point of beginning.
DENOTES TRACT TO BE REMOVED FROM FLOOD ZONE AE
(AREA = 24,036 SQ. FT.)
NOTES:
- Field survey was completed by E.G. Rud and Sons, Inc. on 7/18/2019.
- Bearings shown are on Anoka County datum.
- This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
- Parcel ID No: 20-31-22-44-0008.
Parcel area = 42,757 sq. ft. to shoreline (41,741 above OHWL)
- Surveyed premises shown on this survey map is in Flood Zone X (Areas
determined to be outside the 0.2% annual chance floodplain.) and Flood Zone
AE (base flood elevation 887) according to Flood Insurance Rate Map
Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency
Management Agency, effective date December 16, 2015.
- W. Shadow Lake Drive was under construction at the time this survey was
completed.
- Wetland delineation completed by Jacobson Environmental.
- FLOODPLAIN FILL = 38f cu. yd. (below 887.0)
- COMPENSATORY STORAGE = 39f cu. yd. (between 883.8-887.0)
11119n Professional Land Surveyors
www.egrud.com 6776 Lake Drive N E, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
JA O�E. JD
Date: 3/11 /2020 License No. 41578
ago.s EXISTING HOUSE
_EGRVL / 6832 W. SHADOW LAKE DR.
/ 892.7
/ $ 2 .....
890.4 ...
.......... .
�\\ - EGRVL / • .... 891.4
x8/ x 888.9 �
890 ........................... 891.4ZQ
O
,88 6 888.2x
\ NW CORNER
OF LOT 1
:i T 888.7
/ 890.2 FNDIP-3527 8
� � y\ � 88 .........
EGRVL OJ
/ - x 887.2 x 887.'
3 888.4 ...
N
i O�
/ x88 9 OF4OT 4/NF ZONED R-1X
x866.9
..EGRVL p O 887.3
.......
...................... 88
x00
00 g........................................
n r-I- � r� 1 1 /\ r, 1
/_\ I I I I I I\ I
/ \ L/ L/ I I 1 \/ 1 N
x 884.9
APPROXIMATE SOIL
BORING LOCATION
i ELEVATION = 886.5
WATER = 883.7
885.1 884.3
469 WL1-7
884.7 884.4
468 WLi-8
884.3
884.3 ti L1-9
WL1-( \ 884.3
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Q \ 494• 884.4 884.2 WL2-13 BOTTOM 3.8 75 /
WL2-9 WL2-12
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/ O \ 885.0
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884.2
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884.2 884.0 /
884.9 885.5 �479 88$.6'
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884.2 �i
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___EDGE OF FLOOD ZONE "AE" �884.8 \ /4841 / EWA ER
9 #ea7.0 BASE FLOOD ELEVATION = 887 486 8841 I // 884.0
M'
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� 8 .6
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82.4
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z 5�'05 ".4.3 xa85.5 30t
c SW CORNER \�- SOUTH LINE \9-47E 13495 88/
OF LOT,A OF LOT 1 WITNESS CORNER y� NS9047'05" /
I I (P.O.Qt) xs8B4O \\ SOUTH LINE OF GOV'T LOT 8 - / 882.3
8925 xae9.a x8874\ OF SEC. 20, T.31, R.22 883831 EWATER
EGRVL V9.a ...... ....... (FOUND ANOKA CO. CI ) I .•. \� \\ •FO M I /
x893.2II .... ZONED R-1 X
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I EGRVL 892.5x 892.8 ...892... x891.9 \\ x88A.2 891.2
I
t 890.2 t• 899 x883.8?2 \\ 886.6 .•OHW /f/ E82.9
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W. SHAD W L SE R
I .. ... I // / ��j////�/• i Qa xRRRd � G/e�1.1/
BENCHMARK
GRAPHIC SCALE
20 40
1 INCH = 20 FEET
NORTH
MNDOT STATION: OTTER MNDT RESET
ELEVATION: 888.77 (NAVD 88)
DRAWN BY: BAB
JOB NO: 19544PP
DATE: 9/12/2019
CHECK BY: JER
SCANNED ❑
1
9/12/19
CITY COMMENTS
BAB
2
3/11/20
CITY COMMENTS
BAB
3
NO.
DATE
DESCRIPTION
BY
SHEET 7
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KNOW ALL PERSONS BY THESE PRESENTS: That James M. Stern and Sheryl L. Stern, husband and wife, owners of the following described
property.
Lot 1, Block 1, LAKES ADDITION NO. 5, Anoka County, Minnesota.
Have caused the same to be surveyed and platted as STERN ADDITION and do hereby dedicate to the public for public use the
drainage and utility easements as shown by this plat.
In witness whereof said James M. Stern and Sheryl L. Stern, husband and wife, have hereunto set their hands this ______ day of
--------------- 20---•
James M. Stern
STATE OF MINNESOTA
COUNTY OF
This instrument was acknowledged before me this
Notary Public,
My Commission Expires
County, Minnesota
Sherly L. Stern
day of -------- 20
(Signature)
(Print)
by James M. Stern and Sheryl L. Stern.
I Jason E. Rud do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land
Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and
labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one
year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this
certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this _____ day of
Jason E. Rud, Licensed Land Surveyor
Minnesota License No. 41578
STATE OF MINNESOTA
COUNTY OF
20—__
This instrument was acknowledged before me this ______ day of ____________, 20___ by Jason E. Rud.
Notary Public,
My Commission Expires
(Signature)
(Print)
County, Minnesota
City Council, City of Lino Lakes, Minnesota
This plat of STERN ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular
meeting thereof held this _______ day of _____, 20___, and said plat is in compliance with the provisions of
Minnesota Statutes, Section 505.03, Subd. 2.
City Council, City of Lino Lakes, Minnesota
By
By
County Auditor/Treasurer
Mayor
Clerk
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_ on the land hereinbefore described have
been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day
of 20_ .
Property Tax Administrator
By
Deputy
County Surveyor
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved
this ______ day of _____________- 20___ .
Charles F. Gitzen
Anoka County Surveyor
County Recorder/Registrar of Titles
County of Anoka, State of Minnesota
I hereby certify that this plat of STERN ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record
on this day of 20 . at o'clock M. and was duly recorded as Document No.
County Recorder/Registrar of Titles
By Deputy
Professional Land Surveyors
STERN ADDITION
/
so
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
/
NORTH
GRAPHIC SCALE
20 0 10 20 40
/ ( SCALE IN FEET )
1 inch = 20 feet
BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT
LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF
WAY LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT.
N23 °7
4,00
15 66
A
97
,�o�� �Gj � w.III, �� —
/ ��--
\ N84°09'48"E �b 1j
19.83
� °N^•/ �.._.._.._. PLO \ / ,III„
24,E i \ — 2—>�
_
C) D. i CD.,ll1, /Vg.10 ° /
NI / 80
�V A 13.18
\ ` \; ��• / 1' \ \ \ ISM J1� �\ / ��O^ Ss8 37
OS6 \v �� 00
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CO
City of lino lakes
County of Anoka
Sec. 20, T31F R22
:.
2O
CID
CO
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------------- - - ---- ---------�-- JZ=off �J A�
N
\ I 0 J `\ /oh Q \ J
i` a / - I 1
L 1 J J a o < / O / / I �LJ`T�o
�\
ko CC)
WITNESS CORNER 4k- p
•-� _ / SOUSOUTH LINE OF GOVT. LOT 8 / / o "
SOUTH LINE OF LOT 1, BLOCK 1, / /
_ SOUTH QUARTER CORNER I °� S / /'' LAKES ADDITION NO. 5 OF SEC. 20, T.31, R.22
OF SEC. 20, T.31, R.227.L_ 5
— — — — — - — — — — — — — — — — — — — — — — —
-------
-60-------------
_
_SOUTH LINE OF GOVT. LOT 8
OF SEC. 20, T.31, R.22
I
I
r r— All
I \ i-I n N n I
I
I
134.95
S89047'05 "E 165t
2004.75
N89047'05"W //
BENCHMARK: TOP OF CAST IRON MONUMENT ----
I I r F_ _ ELEVATION = 883.06 FEET (NAVD 88)
30±
_Q�DENOTES ANOKA COUNTY CAST IRON MONUMENT
DENOTES 1/2 INCH BY 14 INCH IRON
PIPE MARKED BY RLS NO. 41578.
DENOTES FOUND 1/2 INCH IRON MONUMENT
AS LABELED
DENOTES EDGE OF WETLAND PER JACOBSON
ENVIRONMENTAL DELINEATION IN JULY 2019.
FOR THE PURPOSES OF THIS PLAT THE SOUTH
LINE LOT 1, BLOCK 1, LAKES ADDITION NO. 5 IS
ASSUMED TO HAVE A BEARING OF NORTH 89
DEGREES 47 MINUTES 05 SECONDS WEST.
wsb
Memorandum
To: Katie Larsen, City Planner
From: Diane Hankee, City Engineer
Date: September 24, 2019
Revised March 31, 2020
Re: Stern Addition Final Plat Submittal
WSB and Associates, Inc. have reviewed the revised Preliminary Plat & Plan Set and
Final Plat for Stern Addition in Lino Lakes, MN prepared by E.G. Rud & Sons, Inc.,
received on March 11, 2020. The following documents were reviewed:
• Stern Addition Certificate of Survey, Preliminary Plat, Grading and Drainage,
Tree inventory/removals, Utility plan, and CLOMR-F Exhibit revised and
submitted March 11, 2020
• Site Drainage Narrative revised and submitted March 11, 2020
• Geotechnical Exploration Report prepared by ITCO Allied Engineering Company
dated July 24, 2019.
• Wetland Delineation Report prepared by Jacobson Environmental, PLLC dated
August 2, 2019.
The applicant submitted a written response to comments, on file, dated March 11, 2020.
Engineering
• General
The Stern Subdivision is located at 6820 West Shadow Lake Drive. The applicant is
proposing to subdivide the property and keep the existing home on one of the lots.
This subdivision is subsequent to the West Shadow Lake Drive reconstruction
project and re -zoning to R1-X where municipal sewer and water were extended to
serve the site. The property is located along Reshanau Lake and within the
Shoreland Management District. The property has existing wetlands and floodplain.
Reshanau Lake has an ordinary high water elevation of 883.7 and a base flood
elevation of 887.0.
Comments:
'1 Thee( 's erdinanne r Fethat n �StFUGtien plan he
�--r,� ��rr�eq��
prepared anal signed by a niVil eRgineer
0 Site Grading
Ms. Katie Larsen
811 119 3/31 /20
Page 2
To build on the proposed subdivided lot, the applicant is proposing to bring in fill. The
fill is required to meet the low floor elevation above the floodplain.
1. The plans are labeled preliminary and final plans shall be submitted as
required by final plat approval.
2. The extent of the grading is not clearly defined between the existing house
and proposed house.
• Stormwater Management
New impervious area from the site is routed to the west towards West Shadow Lake
Drive, the north into an existing wetland area, and the east to Reshanau Lake. The
new impervious surface is less than 10,000 square feet, and all runoff from new
impervious will run over a pervious surface prior to leaving the site, therefore no
water quality treatment will be required as a result of the additional impervious
surface from the single-family residential development.
Comments:
1. The applicant shall create a side yard drainage way between the existing and
proposed home.
-The southwest corner of the proposed house is draining to the existing
property driveway/garage?
S:\Community Development\Projects\Planning Cases\Stern Addition (6820 West Shadow Lake Drive)\Staff
Reports\20200408 PZ (FP)\a4 20200331 Engineering Review-SternAddition.docx
Ms. Katie Larsen
A 11 119- 3/31 /20
Page 3
4 4pplinant shall submit resteratien plan er innit de note reoerdiRg seediRg of
proposed basin/mitigatioR area. To be reviewed by the City's Environmental
Coordinator.
• Water Supply
The existing home is served by a private well. The existing home shall be served by
an existing 8" HDPE municipal water system located within the West Shadow Lake
Drive right of way. The well may remain for irrigation purposes only, provided it
meets setbacks. The existing home was provided a 1-inch copper water service stub
for connection. The proposed home will be served by a 1-inch copper water service.
• Sanitary Sewer
The existing home is served by an Individual Septic Treatment System (ISTS). The
ISTS shall be properly abandon. The existing home and proposed home shall be
served by an existing low pressure 3" HDPE municipal sanitary sewer system
located within the West Shadow Lake Drive right of way. The existing and proposed
home are to be connected to the trunk sanitary sewer system with 1.25-inch PE
sewer services. Each home will require individual grinder pumps be installed.
• Transportation
West Shadow Lake Drive is local residential street that can support the additional
traffic of this subdivision.
• Wetlands and Mitigation Plan
The wetland review is being completed by the City's Environmental Coordinator.
RCWD has determined that it is not in a WMC. There are no proposed impacts to the
wetlands as a part of this project. Adequate protection of the wetland is shown on the
erosion control plan sheet and should be implemented prior to construction to ensure
the wetland is not impacted.
• Floodplain
The applicant is proposing 38 cubic yards of floodplain fill and on site mitigation. For
onsite floodplain mitigation the applicant is proposing a basin in the rear yard and a
side yard Swale (north lot line) of lot 1.
Comments:
1. The applicant shall obtain an approved CLOMR—F from FEMA, prior to
grading or final plat approval, whichever comes first.
2. Prior to the issuance of Building Permits, a record plan of the site grading
shall be submitted for a CLOMR-F compliance review.
3. With the Building Permit submittal the applicant shall submit the LOMR-F
application/submittal to FEMA.
S:\Community Development\Projects\Planning Cases\Stern Addition (6820 West Shadow Lake Drive)\Staff
Reports\20200408 PZ (FP)\a4 20200331 Engineering Review-SternAddition.docx
Ms. Katie Larsen
8009 3/31/20
Page 4
4. Prior to the issuance of the Certificate of Occupancy, a FEMA approved
LOMR-F is required. Note FEMA review time lines should be considered
when considering closing dates.
5. The applicant shall provide a review of the endangered species as required in
the community acknowledgement form.
o The fleedplain exhibit shall be editeder a n iyersien shOWORg the BFE fill
area and mitigation area
o
38 cubic yards ef Gernpensatery floodplain storage is being Greated below the
8. A future deck should be shown on the plans and included in the floodplain
mitigations.
9. Accessory structures will need to meet floodplain regulations and are
currently not included as part of this mitigation plan.
10. The applicant shall verify FEMA floodplain setback requirements from
structures.
11. The applicant shall submit the CLOMR-F application to the City for review
and community acknowledgement.
- To be eligible for CLOMR F, the lowest natural ground touching the building,
deck, must be above the BFE of 887. Applicant has the option to remove
the deck, or show the elevation of where the footing of the deck meets the
ground is 887 or greater. Any structure attached to the building falls under
this rule.
- The fill surrounding the structure, include any deck or future deck, must
extend 15' from the 889 City Regulatory Flood Protection Elevation.
• Drainage and Utility Easements
Standard drainage and utility easements apply and are not all currently shown.
Comments:
wetlands,1. The appliGant shall shew standard side yard drainage and utility easements.
2. The appliGant shall inGlude drainage and Utility easement ever the buffer area and flee` plain rvmitinatien area
o
• Development Agreement
A development agreement will be required with the final plat.
• Stormwater Maintenance Agreement
This stormwater maintenance of this subdivision will be covered under the City's
Programmatic Maintenance Agreement.
• Permits Required
1. City of Lino Lakes Zoning Permit for construction
S:\Community Development\Projects\Planning Cases\Stern Addition (6820 West Shadow Lake Drive)\Staff
Reports\20200408 PZ (FP)\a4 20200331 Engineering Review-SternAddition.docx
Ms. Katie Larsen
811 119 3/31 /20
Page 5
2. Rice Creek Watershed Permit. Note CAPROC received.
If you or the applicant have any questions regarding these comments, please contact
Diane Hankee at (651) 982-2430 or dhankee@linolakes.us.
S:\Community Development\Projects\Planning Cases\Stern Addition (6820 West Shadow Lake Drive)\Staff
Reports\20200408 PZ (FP)\a4 20200331 Engineering Review-SternAddition.docx
Memo
Environmental
To: Katie Larsen
From: Marty °c1^Andy Nelson
Date: October 3, Marrh �1, 2020
Re: Environmental Recommendations for Stern Addition
The following recommendations were made by the Lino Lakes Environmental Board
on Wednesday, September 25, 2019 concerning the Stern Addition:
No soils are to be imported without approval from the City Engineer
2. It is suggested that the green space disconnect be planted with a low
nitrogen, alternative lawn grass such as the alternative lawn fescues.
Recommend low maintenance fescue (such as Mn/DOT 25-131) between the
two restoration shoreland buffer areas.
3. The DNR standards for shoreland should be applied, including minimizing
vegetation loss, and a buffer from the lake that must average 20 feet.
Landscaping in this area would exclude sod -type grasses that are mowed.
The property owner should submit a planting plan for alternative ground cover
in this area. This could consist of native forbs and grasses, or where there are
existing trees, a shade tolerant woodland seed mix, or alternative no -mow
lawn. A garden area based on design of Rice Creek Watershed, or
Conservation District models are also acceptable.
0 Page 1
i ne LanUscape Hlan caiis mi wimuv i suuu mix ,)4-271, which would be
appropriate for the areas without heavy tree cover. 36-211 may be a better
option for the northeast portion of the new parcel that has more canopy cover.
It is recommended that a firm experienced in native plant shoreline
restorations be hired for seed installation and preparation of a long-term
management plan.
See excerpt from Mn/DOT seeding manual for maintenance plan, and Mn
DNR Shoreline Alterations: Natural Buffers and Lakescaping publication for
tips.
should[h;erhe come way to legally ensL ire the riparian buffer stays as a
Tpa eft for the property if the lets are sew The preliminary plat and/or
final plat resolutions will be recorded against the property noting the buffer
requirement.
5. There is a proposed 0.19 acres of land disturbance. An erosion control plan is
required
Erosion control/Revegetation specs item #3 on the Preliminary Grading,
Drainage, and Erosion Control Plan calls for native topsoil, seed, and mulch
anchored within 14 days after rough grading. Being that Reshanau Lake is an
impaired water, these steps should be completed within 7 days after rough
grading.
6. One Boulevard tree should he planted on the new narGet Per 11-12-19
Council staff report, Lot 1 and Lot 2 contain existing trees in the front yard that
serve as boulevard trees. No additional boulevard trees are required.
7. All trees to be preserved must be protected with fencing extended out to the
driplines of the trees.
Ensure that silt fence for the Tree Protection Zone is installed prior to
construction/grading activities and that equipment associated with these
activities is not operated between the fence and the trees at any time. The
fence may have to be relocated from what is shown on the plan to allow for
work related to the Basin/FEMA mitigation area.
0 Page 2
PLANNING & ZONING BOARD
AGENDA ITEM 6C
STAFF ORIGINATOR: Michael Grochala, Community Development Director
P & Z MEETING DATE: April 8, 2020
REQUEST: Recommendation Supporting Federal Funding Application
for Main Street (CSAH 14) Multi -Purpose Trail
APPLICANTS: City of Lino Lakes
BACKGROUND
The Transportation and Park components of both the City's 2030 Comprehensive Plan and the
draft 2040 plan include a proposed extension of the Central Anoka County Regional Trail along
Main Street (CSAH 14). The trail is proposed to ultimately extend from our eastern border with
the City of Hugo to the City of Ramsey on Anoka County's western border. Over 16 miles of
the planned 26 miles have been constructed county wide. Portions of the trail, within Lino
Lakes, have been constructed over the past 15 years as part of County Highway projects. The
latest segment, completed in 2013, extended the trail over 35W from the Chain of Lakes
Regional Park.
Providing access to the Regional Park and expanding multi -use trail access to the City's north
side continues to be a priority goal for the City. In 2016, the City partnered with Anoka County
to seek federal funding for the segment of trail between Lino Lakes Elementary and the 35W
overpass. While unsuccessful, the application was an important first step in programing the
future extension of the trail system.
Every two years, the Regional Solicitation distributes federal transportation funds to locally
initiated projects that meet regional transportation needs. The 2020 Solicitation process is now
open and accepting applications through May 15, 2020. The City is again partnering with Anoka
County to submit an application for consideration under the Multiuse Trails and Bicycle
Facilities category. Staff is still in the process of updating cost estimates. The 2016 application
estimated a total cost of $1,100,000. If successful, federal funding would cover 80% of the
project cost. The City and County would split the remaining share.
RECOMMENDATION
Staff is requesting a motion from the board recommending support of the federal funding
application.
ATTACHMENTS
1. Anoka County Regional Trail Plan
2. Lino Lakes 2040 Trail System Plan
1
APPENDIX: ANOKA COUNTY PARKS, TRAILS, AND STATE LANDS MAP
IMPORTANT INFORMATION
Parks Department Office 763-324-3300
anokacountyparks.com
Joseph E. Wargo Nature Center
Coon Rapids Dam Visitor Center
Banfill-Locke Center for the Arts
Chomonix Golf Course
Bunker Park Stables
Park Services
Bunker Beach Water Park
PARKS DIRECTOR
Jeff Perry
763-324-3350
763-324-3320
763-574-1850
763-324-3434
763-757-9445
763-324-3360
763-324-3310
ANOKA COUNTY PARKS MISSION STATEMENT
To positively impact the quality of life in Anoka
County by providing parks, outdoor recreation,
and leisure services for the public. Our mission
encompasses protection of the natural environment,
improving the health of citizens and supporting a
strong local economy.
ANOKA COUNTY BOARD OF COMMISSIONERS
District 1
- Matt Look
District 2
- Julie Braastad
District 3
- Robyn West
District 4
- Jim Kordiak
District 5
- Mike Gamache
District 6
- Rhonda Sivarajah
District 7
- Scott Schulte
-
CARLF.BONNELLWILDLIFE - - MANAGEMEM AREA
\ MANAGEMENTAREA , BETHEL WILDLIFE------ ,
SUGAR HILLS R GIONALTRAIL
Rum River North Martin -Island -
COUNTY Lakes
. _ _ _ _ _ RP610R1AL PARK
COUNTY PARK —I—� rI HEUENAUIsoN --
SAVANNA SCIEMIFIC
&NATURAL AREA
' NORTH ANOKA COUNTY SEARCH CORRIDOR GORDIEMIRKE ON
♦ _____________+ WILDLIEE
' Lake George --A-A,MENT AREA
--,,
' NORTHWEST REGIONAL PARK REGIONAL PARK
SEARCH AREA \
' BOOT LAKE SCIENTIFIC
& NATURAL AREA
' Sandhill Crane Co e
ROBERT & MARILYN ----
- - , BURMAN WILDLIFE NATURAL AREA CO RK
rf _ - - _ - _, _ - - - _ ' MANAGEMENTAREA --____----
BEARMAN
WMA \ `CARLOS AVERY
,
Cedar Creek
WILDLIFE
MANAGEMENTAREA
_ Rum River Ce ral-
---------
-
CONSERVATION ARE
I
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REGIONAL
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V CARLOS AVERY MANAGEARIA
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ississippi West
EGIONAk-P K
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-REGIONAL
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CENTRAL ANO COUNTY RE TRAIL
Rice Creek
Rum River South --BBunker Hiifs-- -
Chain of Lakes
/SS/
SS/
COUNTY PARK
REGIONAL PARK
PARK RESERVE
1
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REGIONAL TRAIL
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BIAINE AIRPORT RICH FEN - -
SCIENTIFIC&NATURAL AREA
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REGIONAL PARK � °C
BIAINE PRESERVE \ Z
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RE IONALTRAIL u
LEGEND
REGIONAL TRAILS
- - - - - PROPOSED REGIONAL TRAILS
_ - COUNTY AND REGIONAL PARKS
_ - CONSERVATION AREAS
_ - STATE SCIENTIFIC AND NATURAL AREA:
STATE WILDLIFE MANAGEMENT AREAS
LAKES AND RIVERS
Manomin RICE CREEK WEST"
REGIONAL TRAI
PARK Locke
PARK
Islands of Peace
AT RIVERFRONT REGIONAL PARK
tiverfront —4—
REGIONAL PARK Kordiak
C COUNTY PARK
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