HomeMy WebLinkAbout20241030 Environmental Board Packet CombinedMeeting guidelines on reverse side.
ENVIRONMENTAL BOARD AGENDA
Wednesday, October 30, 2024
Broadcast on Cable TV Channel 16
and northmetrotv.com/lino-lakes-stream
ADVISORY BOARD MEETING, 6:30 P.M.
Council Chambers (televised)
1. Call to Order and Roll Call
2. Pledge of Allegiance
3. Public Comment (sign-in prior to start of meeting per Rules of Decorum)
4. Setting the Agenda: Addition or Deletion of Agenda Items
5. Approval of Minutes: September 25, 2024
6. Action Items
A. Lino Retail 2.0 Preliminary Plat, Rezoning, CUP, Site and Building Plan Review
and Street Vacation
7. Discussion Items
A. Project Updates
ADJOURNMENT
CITY OF LINO LAKES
ADVISORY BOARD MEETING GUIDELINES
Advisory boards are fact-finding bodies established to aid the City Council in specific areas. The
decisions of any board are considered advisory only and all final decisions rest with the City Council.
Board meetings shall operate in accordance with the procedures established by the City Council.
The following meeting guidelines are derived from the City Council Rules of Decorum.
Members of the Audience – No person in the audience shall engage in disorderly or disruptive
conduct such as audible commentary during a meeting, hand clapping, stamping of feet, whistling,
using profane language, yelling and similar demonstrations, which conduct disturbs the peace and
good order of the meeting.
Public Comment– Comments from the public will be accepted on any matter, whether on the
agenda or not. Comments will not be accepted during specific agenda items unless a Public Hearing
has been noticed. Please remember to be courteous and respectful and abide by the following
guidelines:
• Sign-in prior to the start of the meeting
• Step up to the microphone when recognized by the Presiding Officer (Chair or Vice-Chair)
• State your name and address for the record
• State the subject to be discussed
• Limit comments to 4 minutes
• Address comments to the board as a whole, not any specific member
• No question may be asked of a board member or staff member without the permission of
the Presiding Officer (Chair or Vice-Chair)
• Elect a spokesperson for a group of persons who wish to address the board on the same
subject
Public Hearing – A public hearing is a separate item of business on the agenda. It gives the public
an opportunity to comment on the topic identified. Please remember to be courteous and
respectful and abide by the guidelines outlined for public comment (although no sign-in required).
Typically, a public hearing proceeds as follows:
1. The Presiding Officer (Chair or Vice-Chair) will announce the agenda item and staff will
present their report.
2. Board members have the opportunity to ask staff questions about the item.
3. The Presiding Officer (Chair or Vice-Chair) opens the public hearing and will recognize those
who want to speak.
4. The Presiding Officer (Chair or Vice-Chair) shall close the public hearing.
5. The Board will then discuss the item. No further public comments are allowed.
6. The Board will make a recommendation and/or decision.
After a motion has been made or a public hearing has been closed, no member of the public shall
address the board from the audience on the matter under consideration. The Presiding Officer
(Chair or Vice-Chair) shall maintain strict order and etiquette at all meetings.
Environmental Board
September 25, 2024
Page 1
CITY OF LINO LAKES
ENVIRONMENTAL BOARD MEETING
1. CALL TO ORDER AND ROLL CALL
Chair Sullivan called the Environmental meeting to order at 6:30 p.m. on Wednesday
September 25, 2024.
2. PLEDGE OF ALLEGIANCE
3. PUBLIC COMMENT (sign in prior to start of meeting per Rules of Decorum)
Nobody was present for the public comment period.
4. SETTING THE AGENDA: Addition or Deletion of Agenda Items
The agenda was approved as presented.
5. APPROVAL OF MINUTES: August 28, 2024
Ms. Buchmeier made a motion to approve the August 28, 2024 minutes. Mr. Schwartz
seconded. Motion carried 4 – 0.
6. ACTION ITEMS
A. Spargur Estates Preliminary Plat
Mr. Grochala presented the staff report.
DATE: September 25, 2024
TIME STARTED: 6:30 p.m.
TIME ENDED: 8:17 p.m.
MEMBERS PRESENT: John Sullivan, Julia Nelson, Alex Schwartz,
Lindsay Buchmeier
MEMBERS ABSENT: Jonathan Parsons
STAFF PRESENT: Michael Grochala, Andrew Nelson,
Katie Larsen, Dana Rozan
Environmental Board
September 25, 2024
Page 2
DRAFT MINUTES
The applicant, Mespargur Inc., submitted a land use application for preliminary plat
Spargur Estates. The applicant proposed to subdivide the existing parcel located at 559
Lois Lane into four single family lots for the purpose of constructing three new single-
family homes.
The Board discussed the Spargur Estates preliminary plat.
Mr. Schwartz made a motion to approve the staff recommendations. Ms. Nelson
seconded. Motion carried 4 – 0.
B. Wilkinson Waters PUD Concept Plan Review
Mr. Grochala presented the staff report.
Mr. Grochala clarified that a PUD concept plan review is a beginning stage where Board
members give feedback on what are some opportunities and concerns of what is
proposed for the site.
The applicant, Wilkinson Waters LLC, is proposing a master plan development located
on North Oaks Company Inc. property. The development contains four parcels totaling
approximately 76 gross acres and consists of a mix of residential housing types and
commercial development. The proposed development is called Wilkinson Waters.
The Board discussed the Wilkinson Waters PUD Concept Plan.
Mr. Schwartz asked how the stormwater treatment train would be an amenity of the
development.
Mr. Grochala replied that the developer could use rain gardens or construct a creek
instead of a traditional storm sewer system to create a natural storm sewer system.
Chair Sullivan asked where the water would come from since it is dry in the area.
Mr. Grochala replied that stormwater will runoff from impervious areas into stormwater
catch basins. He also discussed some possibilities of how to migrate stormwater runoff
to a creek.
Mr. Schwartz asked if there would be an opportunity to run stormwater piping to the
west of the 4-plex and 6-plex area and to start the stormwater treatment train there.
Environmental Board
September 25, 2024
Page 3
DRAFT MINUTES
Mr. Grochala responded that yes there are many opportunities for that, to which Mr.
Schwartz expressed approval of.
Mr. Schwartz commented that if the developers are allowed to build to the maximum
building height, then he would like to see some trees being planted either in the south
and west of GRE easement, or along the embankment along the building.
Mr. Schwartz commented that the area lacks in the number of commercial areas in the
region and that it would be a great amenity for residents who live around the proposed
development.
Chair Sullivan asked for clarification on why the stormwater pond would be dedicated to
the city for maintenance.
Mr. Grochala responded that is typical if there is public drainage. If there is private
water going in, such as water from the parking lot and the buildings, then it would be
the developer’s maintenance responsibility.
Ms. Buchmeier asked if the EAW and well investigation should be added to the
recommendations.
Mr. Grochala responded that the EAW should be added, but the well investigation
would have to happen regardless.
Ms. Buchmeier suggested to add that a tree survey should be required if existing trees
are proposed for removal as a recommendation.
Mark Houge, Director of North Oaks Company, provided more information on the
development. Mr. Houge pointed out that the purple highlighted area of the proposal
map is not going to be disturbed because it is terminal soil due to the corn fields that
used to be there. They are hoping to put in trails going west toward Ash Street and
connect to developments further west.
Lauren Grouws, Civil Engineer with North Oaks Company, discussed stormwater
management. The use of rain gardens could pose as a stormwater treatment and
landscaping. A master HOA will maintain the rain gardens in the commercial, residential
and multi-family areas.
Don Pereira, Director of Conservation for North Oaks Company discussed what the BMP
is. Wilkinson lake is full of nutrients and has a lot of studies done from VLAWMO to
maintain the lake. One possibility is to hire ISG to look into water coming in from the
Environmental Board
September 25, 2024
Page 4
DRAFT MINUTES
north. Water coming from lake amelia somehow gets dirty by the time it gets to
Wilkinson Lake.
Mr. Pereira also discussed another project with VLAWMO, North Oaks Company, and
the City of Lino Lakes to restore the upland outside of the development.
The Board agreed with staff recommendations as well as to include an EAW, and the
preparation of a Tree Survey.
The Board did not make a motion.
7. Discussion Items
A. Project Updates
Mr. Grochala introduced Clarissa Grilley, the new recycling intern. Ms. Grilley gave some
background on herself.
Mr. Grochala also updated the Board that the new Environmental Coordinator would be
starting at the end of October.
Regarding the Main Street corridor, the City Council authorized the master plan AUAR
process, and the consultant is Kimley Horn.
8. ADJOURN
Ms. Buchmeier made a motion to adjourn the meeting at 8:17 p.m.
Motion was seconded by Ms./Mr.
Motion carried 4 – 0.
Respectfully submitted,
Dana Rozan – Office Specialist
1
ENVIRONMENTAL BOARD
AGENDA ITEM 6A
STAFF ORIGINATOR: Michael Grochala, Community Development Director
MEETING DATE: October 30, 2024
REQUEST: Rezoning, Preliminary Plat, Conditional Use Permit, Site
and Building Plan Approval and Vacation
APPLICANT: Java Companies, LLC
Mark Krogh, Manager
879 Scheffe Avenue
St. Paul, MN 55102
OWNER: Multiple
BACKGROUND
The applicant, Java Companies, LLC, is proposing to plat and develop three (3)
commercial lots near Lake Drive, Marketplace Drive, and 77th Street. 77th Street is
proposed to be vacated between Maryland Drive and Lake Drive. A new street
(Marketplace Drive) will be dedicated as part of the plat and constructed to replace 77th
Street.
The City has been planning for the relocation of 77th Street since the Market Place
development was approved in 2002. 77th Street was limited to a right-in/right out
access at Lake Drive as part of the Marketplace intersection signal improvements as that
time. The City purchased the property at 7685 Lake Drive in 2019 in preparation for the
improvements.
Java Companies has entered into a purchase agreement with the City for acquisition of
the City’s two lots north of existing 77th Street and a remnant of the 7685 Lake Drive
property.
The Land Use Application is for the following:
• Rezoning
o NB, Neighborhood Business to GB, General Business
• Preliminary Plat
o 3 commercial lots
2
• Conditional Use Permit
o Auto repair-major and minor for fast oil change facility (Lot 1, Block 2)
• Site & Building Plan Review (Lots 1 & 2, Block 1 are administrative reviews)
• Vacation
o Portion of 77th Street
This staff report is based on the following information:
• Narrative prepared by Java Companies received September 9, 2024
• Preliminary Plat prepared by Design Tree dated September 9, 2024
• Civil Plan Set prepared by Design Tree dated September 4, 2024
• Landscape Plan prepared by Plan-Type dated August 2, 2024
• Final Stormwater Management Study prepared by Design Tree dated July 16,
2024
• Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024
ANALYSIS
General Site Characteristics
The 5 acre site includes the redevelopment of six (6) existing lots along the west side of
Lake Drive. The lots south of 77th Street are commercially zoned lots that either had or
currently have single family dwellings. The developer will be removing the existing
dwellings as part of the project. Tree removal within the proposed road right-of-way
and utility easements was completed by the City in spring of 2024.
The north two City lots have been temporarily used as community gardens. The site
was not used for this purpose in 2024. Staff is looking at potential alternative areas but
no site has been identified at this time.
Land Cover
As previously noted the site was predominately developed with single family homes.
The two lots north of 77th Street are vacant with short grasses and 4 -10% impervious
cover. The site has been temporarily used for community gardens.
Rare, Unique, or Significant Resources
There are no known rare, unique of significant resources on the site.
3
Soils
The site is relatively flat. The site soils are predominately Zimmerman fine sand, an
excessively drained soil type and Soderville fine sand, a moderately well drained soil.
11 soil borings were performed to a depth of 14.5 feet below grade. Borings
encountered topsoil to a depth of approximately 0.5 feet. Depth to ground water
ranged from 7.5 ‘ to greater than 14 feet.
Stormwater Management
A stormwater management plan has been submitted and has been reviewed by the City
Engineer. The following summary review is based upon the same stormwater
management plan.
Existing Conditions
Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the
southern and northern lots. Additionally, some stormwater infrastructure is proposed
for the City’s realignment of 77th Street. An existing stormwater infiltration pond
treating Lake Drive runoff will remain on the site. Existing and proposed discharge rates
are summarized below.
Pre- and Post- Development Discharge Rates (cfs)
Condition 2-Year 10-Year 100-Year 10-Day Snowmelt
Existing 0.00 0.35 5.98 Needed if basins
landlocked
Currently
Proposed 0.00 0.18 4.90 Needed if basins
landlocked
Stormwater is intended to infiltrate on site. Any potential overflow would be conveyed
via the County Road ditch or a City drainage swale along the back of the property to
storm ponds located to the north of the site.
Based on the engineers comments the infiltration pond between the road and parking
lot can be removed as sufficient storage is available in the pond west of the drive aisle
A Rice Creek Watershed District (RCWD) permit will be required.
Stormwater Pollution Prevention
4
The Stormwater Pollution Prevention Plan (SWPPP) notes the locations of several Best
Management Practices (BMPs) that will be installed on the site to minimize erosion and
sediment leaving the site.
The site is located within 1 mile of George Watch and Marshan Lake, which are
considered impaired waters. Accordingly, the site is required to have additional best
management practices. All disturbed soils must be stabilized within 7 days. Inlet
protection silt fence, final stabilization , and other BMP’s must be implemented prior to
allowing water to leave the site.
These BMPs include a rock construction entrance, silt fence inlet protections, and riprap
for energy dissipation at pipe outfalls. A concrete washout area should be identified on
the plan.
Flood Plain
Site does not fall within the flood management zone.
Shoreland District
Site does not fall within Shoreland District.
Wetlands
There are no wetlands on the property.
Environmental Review
The site is not within the 2005 I-35E Corridor AUAR environmental review boundary. No
additional environmental review is required.
Drinking Water Protection
The site is not located within the Drinking Water Supply Management Area (DWSMA).
The site will be connected to City water and sewer.
LANDSCAPE PLAN
Tree Preservation and Mitigation Standards
The purpose of these standards is to protect valuable trees and stands of vegetation
while not interfering with landowners’ reasonable use and development of property.
The goal is to minimize unnecessary loss of habitat, biodiversity, and forest resources
and to replace removed trees in areas where tree cover is most critical.
5
The site is not located in an Environmenatlly Sensitive Area. A total of 80 trees will be
removed of which 12 are dead. All of the trees proposed for removal are within the
basic use area and no mitigation is required.
Nine trees located on the south end of the site (Lot 1, Block 2) will be preserved. These
will likely be removed with any future development.
A total of 89 trees are proposed to be planted to meet landscaping requirements.
Open Areas Landscape Standards
The purpose of these standards is to provide general site beautification and high
aesthetic quality with a mix of plant materials in open areas. Open area landscape
standards call for 1 large tree and 3 large shrubs per 2000 sq. ft.
Substitutions are allowed based on zoning specifications.
Each lot was reviewed independently for compliance with this requirement.
Lot 1, Block 1
31,323 sq. ft. of open space calls for 16 large trees and 48 large shrubs.
The plan includes 19 large trees that meet open space standards. This leaves a shrub
requirement of 42. 42 large shrubs (including 6 small coniferous trees) and 10 medium
size shrubs, equivalent to 6 large shrubs, are provided meeting the planting
requirement.
Lot 2, Block 1
30,548 sq. ft. of open space calls for 15 large trees and 46 large shrubs.
The plan includes 19 large trees. The plan also includes 3 coniferous trees and 6 smaller
birch trees. 30 large shrubs 26 medium shrubs, equivalent to 17 large shrubs meet the
planting requirement.
Lot 1, Block 2
35,170 sq. ft. of open space calls for 18 trees and 54 large shrubs. 11 trees are provided
and 9 existing trees will remain meeting the tree requirements. 35 large shrubs and 30
medium shrubs, equivalent to 20 large shrubs are provided meeting the planting
requirement.
6
Buffer and Screen Standards
The purpose of this requirement is to separate and buffer different land use types,
screen roads and parking, and screen utility and loading areas. The buffer may include
a continuous, year-round planting screen, a wall or fence with shrub and tree cover, or a
combination of berm and screening.
West property line screening
Due to site constraints and other landscape related requirements, the continuous year
round planting screen and the berm options are not suitable for the site.
A a 6’ high fence should be installed along the west property line. With the fence
provision the proposed landscaping will conform to the screening requirements for Lots
1 & 2, Block 1 and Lot 1, Block 2.
Parking lot screening has been provided on each lot between the public street and
parking areas. The proposed screening is in conformance with city requirements.
Canopy Cover
The purpose of this requirement is to mitigate the effects of vehicular hardscape by
establishing tree canopy cover to intercept rainfall, protect pavement from sun
deterioration, reduce the heat island effect, and improve aesthetics. Canopy cover
standards call for a minimum of 40% canopy coverage.
Lot 1, Block 1
Vehicular hardscape planned: 26,826 sq. ft.
Canopy cover requirement: 10,730 sq. ft.
Canopy cover provided: 14,650 sq. ft.
Canopy cover requirements have been met for this lot.
Lot 2, Block 1
Vehicular hardscape planned: 27,042 sq. ft.
Canopy cover requirement: 10,817 sq. ft.
Canopy cover provided: 11,200 sq. ft.
Canopy cover requirements have been met for this lot.
7
Lot 1, Block 2
Vehicular hardscape planned: 20,121 sq. ft.
Canopy cover requirement: 8,048 sq. ft.
Canopy cover provided: 8,550 sq. ft.
Canopy cover requirements have been met for this lot.
Foundation Landscaping
The purpose of these standards is to soften and enhance building architecture, define
access points, add color and seasonal interest, and to blend buildings in with the natural
environment. These standards apply to building fronts and sides facing public or private
streets.
2 large trees and 6 large shrubs are required per 100 linear feet of building. These
plants should be within 30 feet of the building.
Lot 1, Block 1
87 feet of street facing foundation requires 2 large trees and 6 large shrubs. 2 large
trees and 9 large shrubs are provided.
Lot 2, Block 1
170 feet of street facing foundation (Lake Drive and Marketplace) requires 4 large trees
and 11 large shrubs. 3 large trees on the south elevation along with 6 medium trees
along the east elevation and 22 medium shrubs are provided. In addition to potted
grasses and other perennial plantings.
Lot 1, Block 2
86 feet of street facing foundation (Lake Drive and Marketplace) requires 2 large trees
and 6 large shrubs. 3 trees are proposed along with 9 medium shrubs. Staff would
recommend that one of the trees be relocated to the Lake Drive facing foundation area.
The foundation landscape requirements have been met.
Sod and Ground Cover Standards
All areas not otherwise improved in accordance with the approved site plans shall have
a minimum depth of 4 inches of topsoil and be sodded with exception of stormwater
management areas which are proposed for seeding.
8
The area around the stormwater basin will be seeded with MN DOT 34-262 wet prarie
seed mix, and 35-221 dry prairie general mix. MN DOT 25-131 – a low maintenance turf
is also proposed on the site.
The low maintenance turf areas should be identified on the plan sheet.
Lighting
A photometric plan was submitted. The plan indicates that footcandle requirements of
1.0 at street right-of way lines .4 at abutting lot lines will be met around the exterior of
the site. All light will be required to have a 90-degree cut off.
The plan will need to be revised for each site application to clearly show property lines,
and location of lighting source. Plan should also include proposed drive-through boards
for Lot 1, Block 2. Detail sheets showing the fixtures for both overhead lighting and
exterior building lighting shall be submitted for review and approval.
RECOMMENDATIONS
Staff recommends the Lino 2.0 Preliminary Plat and associated commercial Site Plan
Reviews be forwarded to the City Council with the following comments and any
additional comments from the Environmental Board:
1. A six (6) foot high maintenance free privacy fence shall be located along the west
lot lines of all three (3) lots.
2. At least one of the trees on Lot 1, Block 2, planted to meet foundation landscape
requirements should be moved to the Lake Drive facing foundation area.
3. The location of low maintenance turf areas (MN DOT 34-131) should be
identified on the plan sheets.
4. The Photometric Plan should be revised to clearly show property lines and
location of lighting sources/type.
5. Detail sheets showing all fixtures for both overhead lighting and exterior building
lighting shall be submitted for review and approval.
ATTACHMENTS
1. Site Location Map
2. Zoning Map
3. Preliminary Plat
9
4. Grading, Drainage and Erosion Control
5. Landscape Plans
6. Photometric Plans
77th St
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77th St
Legend
Address Labels
Parcels
October 2, 2024
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Map Powered By Datafi
1 in = 200 Ft
Lino Retail 2.0
77th St
Marilyn
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Country
Ln
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12
23
Oak Ln
77th St
Carole Dr
Ap o ll o D r
35W
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Legend
Address Labels
Parcels
Zoning
R - Rural
R-1 - Single Family Residential
R-1X - Single Family Executive
R-4 - High Density Residential
GB - General Business
NB - Neighborhood Business
PSP - Public Semi-Public
PUD - Planned Unit Development
October 2, 2024
±
Map Powered By Datafi
1 in = 400 Ft
Zoning Map-Lino Retail 2.0
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LINO LAKES 2.0
PRELIMINARY PLAT OF
LEGAL DESCRIPTION:
Lot 12 and 13, Block 2, Carole's Estates 2nd Addition, Anoka County, Minnesota.
AND
All that part of the Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4) of Section Eight (8), Township, Thirty-one (31), Range Twenty-two
(22), Anoka County, Minnesota described as follows: Beginning at the Southeast corner of the Southeast Quarter of the Southwest Quarter (SE 1/4
of SW 1/4) of Section Eight (8), thence West on the South line thereof one hundred twenty-two and 88/100 (122.88) feet, thence North twenty
degrees, thirty-eight minutes (20 degrees 38 minutes) East twelve hundred forty-one and three-tenths (1241.3) feet, to the point of beginning of the
tract of land hereby to be described; thence continuing North twenty degrees, thirty-eight minutes (20 degrees 38 minutes) East, a distance of
seventy-one (71) feet, thence Southeasterly to a point on the Westerly line of Trunk Highway No. 8 as same is now laid out and constructed, distance
thirteen hundred twenty (1320) feet Northerly as measured on the Westerly line of said Trunk Highway No. 8, from the point of intersection with the
South line of said Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4), thence Southeasterly along said Westerly line one hundred eight
and six-tenths (108.6) feet; thence Westerly to the point of beginning.
Now known as Lot Four (4), Auditor's Subdivision Number 134, according to the recorded plat thereof and situate in Anoka County, Minnesota.
Excepting therefrom Parcel No; 18, Anoka County Highway Right-of-Way Plat No. 17.
AND
All that part of the Southwest Quarter of Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, described as follows:
Beginning at the Southeast corner of the Southeast Quarter of Southwest Quarter of Section 8, thence West on the South line thereof
121.88 feet, thence North 20 degrees 38 minutes East 1312.3 feet to the point of beginning of the tract of land hereby to be described, thence
continuing North 20 degrees 38 minutes East a distance of 105.9 feet, more or less, to the North line of said Southwest Quarter of Southeast Quarter,
thence East along the North line thereof 369.4 feet, more or less, to the West line of Trunk Highway Number 8 as the same is now laid out and
constructed, thence Southwesterly of the Westerly line of said Highway 146.3 feet, more or less, to a point distant 1320 feet Northerly as measured
along the Westerly line of Highway from its intersection with the South line of said Southwest Quarter of Southeast Quarter, thence Northwesterly to
point of beginning, subject to right of public over the North 33 feet thereof for road purposes, being now known as Lot 3, Auditor's Subdivision
Number 134, Anoka County, Minnesota, together with streets and alleys adjacent thereto, vacated or to be vacated.
AND,
Lot Five (5), Auditor's Subdivision Number 134, Anoka County, Minnesota, excepting therefrom Parcel 19, Anoka County Highway Right-of-Way Plat
No. 17.
AND,
Lot 6, Auditor's Subdivision No 134, excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 17, Anoka County, Minnesota.
AND
That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota,
bounded as follows:
Lying north of Lot 3, AUDITOR'S SUBDIVIONS No. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly
extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded
plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter.
AND
That part of 77th Street lying in CAROLE'S 2ND ADDITION ESTATES, according to the recorded plat thereof, Anoka County, Minnesota, bounded as
follows:
Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S 2ND ADDITION ESTATES; lying south of the south line
of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west
of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County.
LAND SURVEYOR
DESIGN TREE ENGINEERING & LAND SURVEYING
JONATHAN D. SCHUETTE, LS
MINNESOTA LICENSE NO. 45352
TELEPHONE: (320) 762-1290
ENGINEER:
DESIGN TREE ENGINEERING & LAND SURVEYING
MICHAEL J. GERBER, PE
MINNESOTA LICENSE NO. 56653
TELEPHONE: (320) 762-1290
LOT AREAS:
LOT 1, BLOCK ONE
70,154 SQ. FT+/- OR 1.61 ACRES +/-
LOT 2, BLOCK ONE
61,596 SQ. FT+/- OR 1.41 ACRES +/-
LOT 1, BLOCK 2
57,613 SQ. FT+/- OR 1.32 ACRES +/-
77TH STREET RIGHT OF WAY
24,500 SQ. FT+/- OR 0.56 ACRES +/-
LAKE DRIVE RIGHT OF WAY
4,645 SQ. FT+/- OR 0.11 ACRES +/-
OWNERS:
CITY OF LINO LAKES
MICHAEL A. BROKER AND CATHLEEN J. BROKER
HYLANDER, LLC, A MINNESOTA LIMITED LIABILITY COMPANY
BEVERLY A. ARNDT
= DENOTES COUNTY MONUMENT
= DENOTES FOUND IRON MONUMENT
= DENOTES 1/2 INCH DIAMETER BY 18
INCH LONG IRON PIPE MONUMENT
SET AND MARKED RLS# 45352
PRELIMINARY
PLAT
1 of 1
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
PERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR
REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED LAND SURVEYOR UNDER THE LAWS OF
THE STATE OF MINNESOTA.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
DATE:LICENSE #:
PRINTED NAME:
F:
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PREPARED FOR:
10923008
JAVA COMPANIES
LINO LAKES, MN
CWK
JDS
45352
Jonathan D. Schuette
09/09/24
Surveyor's Note:
1.The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees
that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the
underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information
available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has
physically located the underground utilities per Gopher State One Call Ticket No. 240100013, 240100015, 240100016 and 240100017.
2.Subject property has 218,508 square feet (5.01 acres) more or less.
3.The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all
information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon an title commitments number
060658, 060657, 060661 and 060699 prepared by Servion Commercial Title with a preparation date of October 5, 2023.
4.Field survey was completed by Design Tree on 12/21/2023.
1 INCH = 40 FEET
DEVELOPER:
MARK KROGH
879 SCHEFFER AVE.
ST. PAUL, MN 55102
JAVA COMPANIES, LLC
ZONING: GB
20 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF CAROLE'S
ESTATES 2ND ADDITION
RIM:908.39
INV:889.28
RIM:910.86
INV W:886.83
INV NE:886.83
INV SE:886.78
INV:905.85
RIM:911.08
INV N:906.12
INV SW:906.15
RIM:912.19
INV NE:906.34
15
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HYDRANT
SANITARY MANHOLE
STORM MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
SHRUB
COMMUNICATION PEDESTAL
GUY WIRE
BOLLARD
POWER BOX
ELECTRIC METER
WELL
SANITARY SEWER CLEANOUT
WOOD FENCE
CHAINLINK FENCE
WIRE FENCE
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
UNDERGROUND GAS LINE
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
AGGREGATE SURFACING
LANDSCAPING
BUILDING
PLATTED & EXISTING LOT LINES
EXISTING RIGHT OF WAY
EASEMENT LINES
CENTERLINE
BOUNDARY LINE
EDGE OF TREE LINE OR WOODS
EDGE OF WETLAND
APRON
GAS METER
HAND HOLE
CO
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WATER CURB STOP
ELECTRIC MANHOLE
FLAG POLE
TRAFFIC SIGNAL
BEEHIVE CATCH BASIN
20 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF CAROLE'S
ESTATES 2ND ADDITION
LOT 1
BLOCK ONE
LOT 1
BLOCK TWO
LOT 2
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ZONING: GB
ZONING: GB
ZONING: GB
LAND USE: LOW DENSITY RESIDENTIAL, COMMERCIAL
ZONING: NB
ZONING: NB
LAND USE: COMMERCIAL
ZONING: NB
ZONING: NB
ZONING: NB
ZONING: R1
LAND USE: LOW DENSITY RESIDENTIAL
ZONING: R1
LAND USE: LOW DENSITY RESIDENTIAL
ZONING: PUD
LAND USE: PLANNED COMMERCIAL/RESIDENTIAL
ZONING: R4
LAND USE: PLANNED COMMERCIAL/RESIDENTIAL
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NOTE: The proposed land use is consistent
with the future land use designation identified
in the 2040 comprehensive plan.
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
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.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
N
O
T
F
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CO
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
OHE
LEGEND
HYDRANT
SANITARY MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
SHRUB
PEDESTAL
GUY WIRE
BOLLARD
POWER BOX
ELECTRIC METER
MONITORING WELL
SANITARY SEWER CLEANOUT
WOOD FENCE
CHAINLINK FENCE
WIRE FENCE
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
UNDERGROUND GAS LINE
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
AGGREGATE SURFACING
LANDSCAPING
BUILDING
UGT
FO
UGE
GAS
l
W
CO
X
0'40'80'
NOTES:
1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE W
ALEXANDRIA, MN 56308
2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND
REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION.
3.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM
AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO
ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE
NOT DAMAGED DURING CONSTRUCTION.
4.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
EXISTING
CONDITIONS
C101
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908
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
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.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
N
O
T
F
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CO
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
SITE PLAN
(NORTH)
C2010'40'80'
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PROPERTY INFORMATION
NORTH LOT AREA 70,154.8 SF (1.611 AC)
NORTH LOT IMPERVIOUS AREA 33,256.9 SF (0.763 AC)
NORTH LOT IMPERVIOUS COVERAGE 47.4%
MIDDLE LOT AREA 61,595.8 SF (1.414 AC)
MIDDLE LOT IMPERVIOUS AREA 36,769.0 (0.844 AC)
MIDDLE LOT IMPERVIOUS COVERAGE 59.7%
SOUTH LOT AREA 38,470.9 SF (0.883 AC)
SOUTH LOT IMPERVIOUS AREA 22,287.3 (0.512 AC)
SOUTH LOT IMPERVIOUS COVERAGE 57.9%
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908
909.86
909.36
910.00
910.00
909.00
908.80
906.62
906.00
907.50
906.60
906.45
906.32
906.83906.53
906.82
907.09
906.92
906.72
906.56
906.00
907.76
909.99
906.52
907.70
907.45
908.14
908.80
908.80
908.86
907.23
907.70
907.61
907.00
907.31
908.00
907.00
906.30
906.50
908.50
908.25
906.99
907.17
906.90 907.07
906.98
907.24
907.07
906.57
909.36
906.10
906.06
909.57
909.86
909.86
909.00
908.80
909.00
908.39
908.55
909.00
909.06
908.96
907.75
909.98
909.03
908.52
908.07
906.34
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
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.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
GRADING LEGEND
= EXISTING MAJOR CONTOUR
= EXISTING MINOR CONTOUR
= EXISTING CONTOUR LABEL
= PROPOSED MAJOR CONTOUR
= PROPOSED MINOR CONTOUR
= PROPOSED CONTOUR LABEL
= EXISTING SPOT ELEVATION*
= PROPOSED SPOT ELEVATION*
= PROPOSED SURFACE FLOW
DIRECTION
*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER
REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.
100
0'30'60'
NOTES:
1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING
CONSTRUCTION.
2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED
2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.
3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%
CROSS SLOPE IN SIDEWALK AREAS.
4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND
SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.
5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.
6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS.
7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS
BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES
ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE
STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &
GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS
ARE TO FINISHED SURFACE GRADE.
12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY
LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
XX.XX
1
2
MATCH INTO EXISTING BITUMINOUS PAVEMENT
MATCH INTO EXISTING CURB & GUTTER
MATCH INTO LIP OF EXISTING CURB & GUTTER
GRADE BREAK
3
4
KEY NOTES:
GRADING PLAN
(NORTH)
C301
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B
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I
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IN
F
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A
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B
A
S
I
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BUILDING A
FFE = 909.00
BUILDING B
FFE = 910.00
W
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908
910.97
910.80
911.42
910.90
911.79
912.15
912.31
912.41
912.50
912.02
912.50
911.91
912.32
911.47
911.16 911.52
911.50
911.76
911.29
911.08
910.68
909.97
910.31
912.50
912.50
912.41
911.97
912.82
911.91
911.47
911.08
912.55
912.53
911.49
910.73
911.00
912.03
91
2
91
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1
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9
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8
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7
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
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.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
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A
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Y
:
N
O
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F
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CO
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S
T
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I
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
GRADING LEGEND
= EXISTING MAJOR CONTOUR
= EXISTING MINOR CONTOUR
= EXISTING CONTOUR LABEL
= PROPOSED MAJOR CONTOUR
= PROPOSED MINOR CONTOUR
= PROPOSED CONTOUR LABEL
= EXISTING SPOT ELEVATION*
= PROPOSED SPOT ELEVATION*
= PROPOSED SURFACE FLOW
DIRECTION
*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER
REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.
100
0'20'40'
NOTES:
1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING
CONSTRUCTION.
2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED
2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.
3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%
CROSS SLOPE IN SIDEWALK AREAS.
4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND
SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.
5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.
6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS.
7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS
BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES
ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE
STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &
GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS
ARE TO FINISHED SURFACE GRADE.
12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY
LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
XX.XX
1
2
MATCH INTO EXISTING BITUMINOUS PAVEMENT
GRADE BREAK
MATCH INTO EXISTING CURB & GUTTER
4' CURB CUT
3
KEY NOTES:
GRADING PLAN
(SOUTH)
C302
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4
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IN
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B
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BUILDING A
FFE = 912.50
W
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=
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=
=
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=
=
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=
=
=
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=
=
=
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
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.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
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I
N
A
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Y
:
N
O
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F
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I
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
NOTES:
1.ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY
STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS.
2.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA,
NPDES, MNDOT, AND CITY.
3.INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND
INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY.
4.PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL
CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES.
5.TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED
AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
6.NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE
CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS
AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS.
7.REFER TO THE SWPPP AND THE CITY OF LINO LAKES EROSION CONTROL
REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING.
8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY
HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY
INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW
THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE
SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED
AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL
HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.
10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
EROSION CONTROL QUANTITIES:
STABILIZED CONSTRUCTION EXIT (2 EA)
SILT FENCE (1295 LF)
MNDOT SEED MIX 25-151 (HYDROSEED)(1.28 AC)
RIPRAP (27 CY) SEE DETAIL
CATEGORY 20 ECB & MNDOT 25-151 (2564 SY)
INLET PROTECTION (10 EA)
NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING
PURPOSES.
=
0'40'80'
EROSION
CONTROL PLAN
C501
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STABILIZED
CONSTRUCTION EXIT
STABILIZED
CONSTRUCTION EXIT
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
CLASS III RIRAP
CLASS III RIRAP
CLASS III RIRAP
CLASS III RIRAP
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
MNDOT SEED MIX
25-151 (HYDROSEED)
CATEGORY 20 ECB
& MNDOT 25-151
CATEGORY 20 ECB
& MNDOT 25-151
CATEGORY 20 ECB
& MNDOT 25-151
CATEGORY 20 ECB
& MNDOT 25-151
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
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.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
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A
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Y
:
N
O
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F
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CO
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DATE:LICENSE #:
PRINTED NAME:
F:
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2
4
MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
SWPPP NARRATIVE
C606
Project Description:
The work on the project includes the development of three existing lots within Lino Lakes and coordination with the City of Lino Lakes, as they design and construct Marketplace Drive, and the removal of 77th St. The proposed
development will span Marketplace Drive, and include the addition of new buildings, parking lots, curb, walk, landscape space, and stormwater infiltration basins, pipe, and pretreatment devices. The project is located at 7691 Lake Dr,
Lino Lakes, MN, 55014. The majority of the underlying soils on the property are in Hydrologic Soil Group "A" and have high infiltration rates when thoroughly wet.
Receiving Waters:
All existing stormwater runoff sheet flows to a culvert, north of the proposed development. All stormwater runoff from proposed impervious surfaces will be treated via infiltration basin BMPs, and perforated storm sewer BMPs.
Overflow from these systems will continue to flow to City storm sewer infrastructure, discharging to the culvert, north of the proposed development.
Responsible Parties:
The Owner and the Contractor are responsible co-permittees for the implementation of the SWPPP. The Contractor and Owner shall apply for the NPDES/SDS Construction Permit within 24 hours of award of Contract. The complete
application must be submitted prior to start of construction activity. The Contractor is responsible for installation, inspection, maintenance, and repair of all erosion prevention and sediment control BMPs before, during, and after active
construction. The Contractor shall amend the SWPPP before beginning construction to include the chain of responsibility of all operators on the site, or if not known, the title or position of the responsible party. The Contractor is
responsible for identifying a trained person (as specified in the NPDES/SDS Contruction Permit) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will oversee the implementation of
the SWPPP before and during construction until the construction project is complete, the entire site has undergone final stabilization, and a Notice of Termination(NOT)/Permit Modification form has been submitted to the MPCA. The
Owner must identify who will be responsible for the long-term operation and maintenance of all permanent stormwater management systems. The Contractor is liable until final stabilization of all disturbed areas is achieved and the
Notice of Termination (NOT)/Permit Modification form is submitted to the MPCA (as specified in the NPDES/SDS Construction Permit). Once the identity of Responsible Parties is known, the SWPPP must be amended to include this
information in the area below.
Project Contacts:
Project Engineer Owner Contractor
MICHAEL J GERBER JAVA PROPERTIES TBD
DESIGN TREE ENGINEERING & LAND SURVEYING MARK KROGH
120 17TH AVE W.879 SCHEFFLER AVE
ALEXANDRIA, MN 56308 ST. PAUL, MN 55102
(320) 227-0203
MJG@DTE-LS.COM
SWPPP Amendments:
The Owner or Contractor must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs that are designed to correct problems identified or address situations whenever:
1.There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface water or underground waters.
2.Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground
waters or that the discharges are causing water quality standard exceedances.
3.The SWPPP is not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of this permit.
4.At any time after the permit coverage is effective, the MPCA deems necessary.
Construction Notes:
Construction shall be governed by the MnDOT Standard Specifications for Construction, latest edition, City of Lino Lake's Specifications, special provisions, amendments, and the project specifications and details. Permits and maps
relating to this project's SWPPP can be found in the Project Documents. The Contractor shall keep inspection and maintenance logs and NPDES/SDS Construction Permit on-site at all times during active construction. Please refer to the
plans and specifications for additional SWPPP information.
Soil Compaction should be minimized and topsoil should be preserved whenever and wherever possible during construction
All soil stockpiling shall include sediment control devices and shall be placed in areas away from surface waters or natural buffers.
Special Waters, Impaired Waters, & TMDL Implementation Plans:
The site is located within 1 mile of George Watch Lake and Marshan Lake, which are considered impaired waters as identified by the MPCA. Both George Watch Lake, and Marshan Lake have an EPA-approved impairment for Nutrients.
These impairments are considered to be construction related parameters and require additional best management practices found in items 23.9 and 23.10 of the permit. All disturbed areas not actively being worked must be stabilized
within 7 days. The Owner is responsible for the long term maintenance of all stormwater treatment facilities and private storm sewer systems. Inlet protection, silt fence, final stabilization, and other BMPs must be implemented prior to
allowing any water runoff from being discharged off-site.
Calculations:
Disturbed Area 3.62 AC
Pre-Construction Impervious Area 0.34 AC
Post-Construction Impervious Area 1.62 AC
New and Reconstructed Impervious 1.62 AC
Net Increase in Impervious Area 1.28 AC
Sequence of Construction:
The Contractor shall verify that all applicable permits have been obtained and the NPDES/SDS Construction Permit has been submitted to the MPCA prior to the start of construction.
1.The Contractor must plan for and implement appropriate construction phasing, vegetated buffer strips, horizontal slope grading, and other construction practices that minimize erosion. The location of areas not to be
disturbed are shown on the plans.
2.The Contractor shall be responsible for full implementation and maintenance required by the SWPPP untill the Notice of Termination (NOT) is approved by the MPCA.
3.The Contractor shall construct erosion and sediment control BMPs in the following construction sequence:
a.Install rock construction entrances where indicated in the plans.
b.Install silt fence and inlet protection where indicated in the plans.
c.Install silt fence around proposed infiltration and bioretention BMPs to protect soils from compaction.
d.Locate portable toilets on flat surfaces away from drainage paths. Position portable toilets so they are secure and will not tip or be knocked over.
e.Construct concrete washout area and provide signage.
f.Establish waste control areas.
g.Construct diversions to sediment basins.
h.Rough grade site.
i.Leave disturbed area of site in a roughened condition to limit erosion. Temporarily stabilize areas that will be inactive for a period of 7 days.
j.Install storm drainage system and place inlet protection as each inlet is installed. Energy dissipation devices shall be installed and functional within 24 hours of connecting pip outlets to surface waters.
k.Protect and repair BMPs, as necessary.
l.Perform street sweeping as needed.
m.Temporarily stabilize areas not actively being worked.
n.Site construction (Utilities, paving, buildings, etc...)
o.Final grading.
p.Final stabilization (seeding, planting). Stabilized soil with the seed mix indicated on the plans..
q.Construct stormwater infiltration basins and bioretention basins only when contributing drainage area has been constructed and fully stabilized.
r.Remove erosion control devices upon site establishment in accordance with the NPDES/SDS Notice of Termination (NOT) requirements.
Final Stabilization:
Final stabilization is not met until all of the following are completed:
1.Stabilization by uniform perennial vegetative cover (70% density of it's expected final growth). The seed mix indicated on the plan or sod shall be used for final stabilization.
2.Permanent stormwater management system is constructed, meets all requirements, and is operational.
3.Drainage ditches are fully stabilized.
4.All temporary synthetic and structural BMPs are removed.
5.Sediment from conveyance systems and sedimentation basins are cleaned out (returned to design capacity).
6.Notice of Termination (NOT) is submitted to the MPCA.
Erosion Control Maintenance and Inspection: BMP inspection and maintenance Responsible Party:
1.Inspect erosion control devices and provide routine maintenance as follows:
a.Inspect erosion control a minimum of once per week and within 24 hours of a rainfall event greater than 0.5" in 24 hours.
b.Records of each inspection and maintenance activity shall include:
·Date and time of inspections.
·Name of person(s) conducting inspection.
·Accurate findings of inspection, including the specific location where corrective actions are needed.
·Corrective actions taken (including dates, times, and party completing maintenance activities).
·Date and amount of all rainfall events greater than 0.5" in 24 hours, and the amount of rainfall for each event. Rainfall amounts must be obtained by either a properly maintained rain gauge installed onsite, a
weather station that is within 1 mile of the site, or a weather reporting system that provides site specific rainfall data from radar summaries.
·If discharge is observed during the inspection, the inspector must record and should photograph and describe the location of the discharge (i.e. color, odor, settled or suspended solids, oil sheen, and other obvious
indicators of pollutants).
·Documentation of amendments to the SWPPP proposed as a result of the inspection as required by the NPDES/SDS Construction Permit.
c.Inspections may be suspended where construction activity has been suspended due to frozen ground conditions. Inspections must resume within 24 hours of runoff occurring, or upon resuming construction, whichever
comes first.
2.Provide maintenance for all devices as follows:
a.Silt fences and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely
in place.
b.Silt fence, inlet protection at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches 1/3 of the height of the erosion control device.
c.Rock construction entrances shall be inspected for clogging of rock. Rock that has become clogged with sediment shall be removed and replaced with clean rock.
d.Repairs or replacement of all erosion control devices shall occur within 24 hours of discovery.
e.Temporary sediment basins shall be cleaned when sediment reaches 1/2 of the outlet's height or 1/2 of the basins storage volume. The basin shall be drained and sediment removed within 72 hours.
f.Temporary diversion berms shall be inspected and any breaches shall be promptly repaired.
g.Tracked sediment from construction vehicles onto public streets and paved areas (including paved areas on the construction site) shall be removed within 24 hours of discovery.
h.The bottom and side slopes of the proposed stormwater treatment basins shall be stabilized within 200 feet of the property lines or point of discharge to any surface water, including curb and gutter, pavement, storm
sewer, swales, or other similar stormwater conveyance devices.
i.Removal of all deltas and sediment deposited in surface waters and re-stabilization of exposed soils shall be accomplished within 7 days of discovery.
Pollution Prevention Management Measures:
1.Storage, handling, and disposal of construction products, materials and wastes:
a.The Contractor shall comply with the following to minimize the exposure to stormwater (any of the products, materials, or wastes/products which are either not a source of contamination to strormwater or are designed to
be exposed to stormwater are not held to this requirement):
·Building products that have the potential to leach pollutants must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or be protected by a similarly effective means
designed to prevent contact with stormwater.
·Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by
similarly effective means designed to prevent contact with stormwater.
·Hazardous materials, toxic wastes (including oil, diesel fuel, gasoline., hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids), must be properly stored
in sealed containers to prevent spills, leaks, or other discharge.
·Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary
containment as applicable.
·Solid wastes must be stored, collected, and disposed of properly in compliance with Minn. R. ch. 7035.
·Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041.
2.Fueling and maintenance of equipment or vehicles; spill prevention and response:
a.The Contractor shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any areas where chemicals or fuel will be loaded or unloaded including the use of drip pans or
absorbents unless infeasible.
b.The Contractor must conduct fueling in a contained area unless infeasible.
c.The Contractor must ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials.
d.The Contractor must report and clean up spills immediately as required by Minn. Stat. 115.061, using dry clean up measures where possible.
3.Vehicle and equipment washing:
a.If the Contractor washes the exterior of vehicles or equipment on the project site, washing must be limited to a defined area of the site.
b.Runoff from the washing area must be contained in a sediment basin or other similarly effective controls and waste from the washing activity must be properly disposed of.
4.The Contractor must properly use and store soaps, detergents, and solvents.
5.No engine degreasing is allowed on site.
6.Concrete and other washout waste:
a.The Contractor must provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds, and other construction materials) related to
the construction activity.
b.The liquid and solid waste must not contact the ground, and the containments must be designed so that it does not result in runoff from the washout operations or areas.
c.Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules.
d.A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes.
Dewatering and Basin Draining:
Dewatering or basin draining that may have turbid or sediment laden discharge water must be discharged to a temporary or permanent sedimentation basin on the project site whenever possible. Discharge from the temporary or
permanent sedimentation basin must be visually checked to ensure adequate treatment is obtained in the basin and nuisance conditions, impacts to wetlands, and erosion in receiving channels or on down gradient properties will not
result from the discharge. Adequate sedimentation control measures are required for discharge water that contains suspended solids.
If using using filters with backwash water, either haul the backwash water away for disposal and return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that
does not cause erosion.
Timing of BMP Installation:
The erosion and sediment control BMPs shall be installed as necessary to minimize erosion from disturbed surfaces and capture sediment on site and shall meet the NPDES/SDS Construction Permit part VII requirements. Perimeter
controls shall be placed prior to the start of any construction. All disturbed areas not actively being worked must be stabilized within 7 days.
Storm Water Pollution Prevention Plan:
The Permitees must implement the entire SWPPP and the requirement of the NPDES/SDS Construction Permit. The BMPs identified in the SWPPP and in the permit must be selected, installed, and maintained in an appropriate and
functional manner that is in accordance with manufacturer specifications and accepted engineering practices.
Temporary Sediment Basins:
The area disturbed for construction does not drain more than 5 acres to a common discharge point, therefore a temporary sediment basin is not required.
Future Operation and Maintenance (O&M):
The owner shall be responsible for performing future operations and maintenance of the permanent stormwater management systems on the property.
CONTACTS
AGENCY NAME PHONE NUMBER
Anoka County Administrator (763) 324-4000
DNR Waters Janell Miersch (218) 739-7576 ext. 232
ACOE St. Paul Office (651) 290-5375
State Duty Officer MPCA (800) 422-0798
SWPPP Designer Michael Gerber (320) 227-0203
Erosion Control Review Michael Gerber (320) 227-0203
Erosion Control Supervisor TBD
LOCATION OF SWPPP REQUIREMENTS
DESCRIPTION TITLE SHEET # OR SPECIFICATION SECTION
Receiving Surface Water City of Lino Lakes Stormsewer C301, C302
Final Stabilization Erosion Control Plan C501
Drainage Plans Site Grading & Utility Plan C201, C202, C401, C402
Drainage Details Details C601, C602, C603
Erosion Control Sheets Erosion Control Plan C501
Erosion Control Details Details C604, C605
Erosion & Sediment Control Quantities Erosion Control Plan C501
Existing & Proposed Drainage Maps Final Stormwater Management Plan Project Manual
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4' SOD STRIP
4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
SEED
SEED
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
SOD
SOD
SOD
SOD
4' SOD STRIP
4' SOD STRIP
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SEED
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4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
3" ROCK MULCH
CH 2.5" CAL.B&B 50'H x 50'WCOMMON HACKBERRY
Celtis occidentalis
EVERGREEN TREES
AL B&B 40'H x 15'WAMERICAN LARCH
Larix laricina
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
6' HT
4' HT
18" HT
6
6
11
11
SHRUBS
NV #5 CONT.POT 20'H x 10'W27NANNYBERRY VIBURNUM
Viburnum lentago
1,204 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
5,857 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
731 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
RS POT 6'H x 6'W17REGENT SERVICEBERRY
Amelanchier alnifolia 'Regent'
CV POT 6'H x 6'W17COMPACT AMERICAN VIBURNUM
Viburnum trilobum 'Bailey Compact'
AF POT 4'H x 4'W38ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
GL POT 2'H x 8'W6GRO-LOW FRAGRANT SUMAC
Rhus aromatica 'Gro-Low'
KF #1 CONT.POT 4'H x 2.5'W89KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
NS #1 CONT.POT 4'H x 2.5'W64NORTHWIND SWITCH GRASS
Panicum virgatum 'Northwind'
ORNAMENTAL GRASSES
PERENNIALS
#5 CONT.
#2 CONT.
#2 CONT.
#2 CONT.
LL POT 5'H x 5'W12LITTLE LIME HYDRANGEA
Hydrangea paniculata 'Jane'#3 CONT.
RS POT 4'H x 3'W14RUSSIAN SAGE
Salvia yangii #1 CONT.
SOD - 4,036 SY
EDGING - 1,240 LF
ROCK MULCH - 33 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 13.5 CY
TE #2 CONT.POT 8'H x 8'W25TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
HC 2.5" CAL.B&B 55'H x 50'WHORSE CHESTNUT
Aesculus hippocastanum4
BH #2 CONT.POT 3'H x 3'W41DWARF BUSH HONEYSUCKLE
Diervilla lonicera
SEED
DECIDUOUS TREES
MASTER LANDSCAPE PLANT LEGEND
ORNAMENTAL TREES
PP 1.5" CAL.B&B 40'H x 7'WPARKLAND PILLAR BIRCH
Betula platyphylla 'Jefpark'6
BO 2.5" CAL.B&B 60'H x 60'W3BUR OAK
Quercus macrocarpa
WO 2.5" CAL.B&B 60'H x 60'WWHITE OAK
Quercus alba
SY 2.5" CAL.B&B 60'H x 45'WEXCLAMATION! SYCAMORE
Platanus x acerifolia 'Morton Circle'
4
8
BL 2.5" CAL.B&B 50'H x 25'WBOULEVARD LINDEN
Tilia americana 'Boulevard'7
AG 2.5" CAL.B&B 50'H x 30'WAUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold'8
SK 2.5" CAL.B&B 45'H x 20'WSTREETKEEPER HONEYLOCUST
Gleditsia tricanthos 'Draves'6
UP 2" CAL.B&B 55'H x 25'W5URBAN PINNACLE BUR OAK
Quercus macrocarpa 'JFS-KW3'
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE
LANDSCAPE NOTES:
·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.
··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND
RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.
·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE AND
RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.
·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY.
·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH
OTHERS ON SITE.
·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMEN
STANDARDS AND BE FREE OF DISEASE AND DAMAGE.
··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION AND
ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT.
··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER.
·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPARED
TO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE.
·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESS
OTHERWISE SPECIFIED ON PLANS.
··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.
··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS AND
WEEDS.
··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.
·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY.
··NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION.
··STAKE SOD ON SLOPES 3:1 AND GREATER.
·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL
OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE.
·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN.
·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4"
DEPTH.
··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES.
··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK.
··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS.
·ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITH
APPROVED WEED FABRIC BARRIER.
·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETE
AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE
MUNICIPALITY.
MASTER
PLAN
L101
Know what's below.
before you dig.Call
R
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SCALE: 1"=40'
4020 80
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IRRIGATION NOTES:
·IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND
PLANTINGS.
··MINIMIZE OVERSPRAY ON BUILDINGS AND PAVEMENT.
··DRIP IRRIGATION TO BE PROVIDED FOR ALL LANDSCAPE BEDS.
·CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICAL PLANS FOR WATER STUB OUT AND
ELECTRICAL LOCATIONS.
··CONTRACTOR TO VERIFY WATER STUB OUT SIZE IS SUFFICIENT, NOTIFY OWNER OF ANY
DEFICIENCY.
··CONTRACTOR TO VERIFY CONTROLLER LOCATION WITH OWNER BEFORE INSTALLATION.
··RPZ BACKFLOW PREVENTER TO BE USED AT WATER STUB OUT.
··PREFERRED CONTROLLER SHOULD BE A WATERSENSE WEATHER BASED IRRIGATION
CONTROLLER (WBIC).
·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.
··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND
RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.
·CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR IN ORDER TO PROVIDE ALL PVC
SLEEVES AT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARK LOCATIONS OF PLACED PVC
SLEEVES.
·CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6" BELOW FINISH GRADE, LATERAL LINES
MINIMUM 1'-0' BELOW FINISH GRADE.
·WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICE ONLY AT BOXES WITH MOISTURE RATED
CONNECTORS.
·VALVES BOXES AND COVERS SHOULD BE BEST COLOR TO MATCH WITH SURROUNDING
LANDSCAPE.
··BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH 3/4" CLEAR GRAVEL.
··PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE.
·TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS AND ROCKS.
·CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TO OWNERS UPON COMPLETION OF WORK.
SEED NOTES:
·SPRING SEEDING TO BE BETWEEN MARCH 15TH - MAY 15TH.
·FALL SEEDING TO BE BETWEEN AUGUST 15TH - OCTOBER 15TH.
··NO SUMMER SEEDING ALLOWED.
·PROVIDE EROSION CONTROL BLANKET ON ALL SIDE SLOPES.
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NV (3)
WO (4)
NV (3)
TE (6)
RS (7)
SS (3)
TE (4)
SF (3)
AL (3)
NV (3)
UP (5)
SY (4)
CV (10)
CH (2)
SK (3)
BH (9)
RS (6)
KF (10)
KF (22)
AF (10)
AG (3)
OHE
OHE
OHE
OHE
OHE
OHE
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OHE
OHE
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SEED
SEED
SODSOD
SEED
SEED
4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
3" ROCK MULCH
DECIDUOUS TREES
LANDSCAPE PLANT LEGEND (NORTH)
CH 2.5" CAL.B&B 50'H x 50'WCOMMON HACKBERRY
Celtis occidentalis2
WO 2.5" CAL.B&B 60'H x 60'WWHITE OAK
Quercus alba
SY 2.5" CAL.B&B 60'H x 45'WEXCLAMATION! SYCAMORE
Platanus x acerifolia 'Morton Circle'
4
4
AG 2.5" CAL.B&B 50'H x 30'WAUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold'3
SK 2.5" CAL.B&B 45'H x 20'WSTREETKEEPER HONEYLOCUST
Gleditsia tricanthos 'Draves'3
UP 2" CAL.B&B 55'H x 25'W5URBAN PINNACLE BUR OAK
Quercus macrocarpa 'JFS-KW3'
EVERGREEN TREES
AL B&B 40'H x 15'WAMERICAN LARCH
Larix laricina
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
6' HT
4' HT
18" HT
3
3
3
SHRUBS
NV #5 CONT.POT 20'H x 10'W9NANNYBERRY VIBURNUM
Viburnum lentago
RS POT 6'H x 6'W7REGENT SERVICEBERRY
Amelanchier alnifolia 'Regent'
CV POT 6'H x 6'W10COMPACT AMERICAN VIBURNUM
Viburnum trilobum 'Bailey Compact'
AF POT 4'H x 4'W10ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
#5 CONT.
#2 CONT.
#2 CONT.
TE #2 CONT.POT 8'H x 8'W10TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
BH #2 CONT.POT 3'H x 3'W9DWARF BUSH HONEYSUCKLE
Diervilla lonicera
305 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
2,067 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
234 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
KF #1 CONT.POT 4'H x 2.5'W32KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
ORNAMENTAL GRASSES
PERENNIALS
RS POT 4'H x 3'W6RUSSIAN SAGE
Salvia yangii #1 CONT.
SOD - 1,175 SY
EDGING - 320 LF
ROCK MULCH - 8 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CY
SEED
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE LANDSCAPE
PLAN
L102
Know what's below.
before you dig.Call
R
LANDSCAPE REQUIREMENTS
·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR
HARDSCAPE SF
··26,826 SF VEHICULAR SF = 10,730 SF OF CANOPY
COVER REQUIRED
··10,800 SF CANOPY COVER PROVIDED
·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE
SHRUBS PER 100 LF OF STREET FACING FOUNDATION
··87 LF STREET FACING FOUNDATION = 2 LARGE TREES &
6 LARGE SHRUBS REQUIRED
··2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED
·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE
SHRUBS PER 2,000 SF OPEN SPACE
··31,323 SF OPEN SPACE = 16 LARGE TREES & 46 LARGE
SHRUBS REQUIRED
··18 LARGE TREES PROVIDED & 42 LARGE 10 MEDIUM
SHRUBS PROVIDED (SMALL CONIFEROUS TREES
SUBSTITUTED AS SHRUBS)
·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER
BETWEEN PUBLIC ROW
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··70 LF OF BUFFER = 2 TREES REQUIRED
··2 TREES PROVIDED & BUFFER
·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS
INTENSIVE USE PARCEL
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··220 LF OF BUFFER = 5 LARGE TREES REQUIRED
··7 LARGE TREES PROVIDED & BUFFER NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
0
SCALE: 1"=20'
2010 40
N
l
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l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
HC (2)
AL (3)
HC (1)
RS (4)
SF (5)
CV (4)
TE (5)
SS (3)
CV (3)
HC (1)
RS (6)
GL (3)
GL (3)
SY (4)BL (2)
BL (2)
SK (3)
BH (4)
RS (4)
KF (15)
LL (12)
NS (14)
PP (3)
PP (3)
BH (6)
CH (4)
KF (21)
AF (10)
BH (10)
NS (20)
CO
CO
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
H
E
O
H
E
OH
E
O
H
E
OH
E
O
H
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
H
E
OH
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OH
E
OH
E
OH
E
O
H
E
OH
E
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
SEED
SEED
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
SOD
SOD
SOD
SOD
4' SOD STRIP
4' SOD STRIP
SEED
DECIDUOUS TREES
LANDSCAPE PLANT LEGEND (MIDDLE)
CH 2.5" CAL.B&B 50'H x 50'WCOMMON HACKBERRY
Celtis occidentalis4
HC 2.5" CAL.B&B 55'H x 50'WHORSE CHESTNUT
Aesculus hippocastanum4
SY 2.5" CAL.B&B 60'H x 45'WEXCLAMATION! SYCAMORE
Platanus x acerifolia 'Morton Circle'4
BL 2.5" CAL.B&B 50'H x 25'WBOULEVARD LINDEN
Tilia americana 'Boulevard'4
SK 2.5" CAL.B&B 45'H x 20'WSTREETKEEPER HONEYLOCUST
Gleditsia tricanthos 'Draves'3
EVERGREEN TREES
AL B&B 40'H x 15'WAMERICAN LARCH
Larix laricina
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
6' HT
4' HT
18" HT
3
3
5
SHRUBS
761 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
1,289 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
424 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
RS POT 6'H x 6'W10REGENT SERVICEBERRY
Amelanchier alnifolia 'Regent'
CV POT 6'H x 6'W7COMPACT AMERICAN VIBURNUM
Viburnum trilobum 'Bailey Compact'
AF POT 4'H x 4'W10ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
GL POT 2'H x 8'W6GRO-LOW FRAGRANT SUMAC
Rhus aromatica 'Gro-Low'
KF #1 CONT.POT 4'H x 2.5'W36KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
NS #1 CONT.POT 4'H x 2.5'W34NORTHWIND SWITCH GRASS
Panicum virgatum 'Northwind'
ORNAMENTAL GRASSES
#5 CONT.
#2 CONT.
#2 CONT.
#2 CONT.
LL POT 5'H x 5'W12LITTLE LIME HYDRANGEA
Hydrangea paniculata 'Jane'#3 CONT.
SOD - 1,618 SY
EDGING - 480 LF
ROCK MULCH - 16 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CY
TE #2 CONT.POT 8'H x 8'W6TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
BH #2 CONT.POT 3'H x 3'W20DWARF BUSH HONEYSUCKLE
Diervilla lonicera
SEED
ORNAMENTAL TREES
PP 1.5" CAL.B&B 40'H x 7'WPARKLAND PILLAR BIRCH
Betula platyphylla 'Jefpark'6
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
A
N
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SI
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N
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c
o
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
LANDSCAPE
PLAN
L103
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
LANDSCAPE REQUIREMENTS
·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR
HARDSCAPE SF
··27,042 SF VEHICULAR SF = 10,817 SF OF CANOPY
COVER REQUIRED
··12,200 SF CANOPY COVER PROVIDED
·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE
SHRUBS PER 100 LF OF STREET FACING FOUNDATION
··170 LF STREET FACING FOUNDATION = 4 LARGE TREES
& 11 LARGE SHRUBS REQUIRED
··6 MEDIUM TREES & 22 MEDIUM SHRUBS PROVIDED
·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE
SHRUBS PER 2,000 SF OPEN SPACE
··30,548 SF OPEN SPACE = 15 LARGE TREES & 46 LARGE
SHRUBS REQUIRED
18 LARGE TREES PROVIDED & 30 LARGE & 26 MEDIUM
SHRUBS PROVIDED (SMALL CONIFEROUS TREES
SUBSTITUTED AS SHRUBS)
·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER
BETWEEN PUBLIC ROW
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··125 LF OF BUFFER = 3 TREES REQUIRED
··4 TREES PROVIDED & BUFFER
·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS
INTENSIVE USE PARCEL
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··311 LF OF BUFFER = 7 LARGE TREES REQUIRED
··7 LARGE TREES PROVIDED & BUFFER
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE
Know what's below.
before you dig.Call
R
0
SCALE: 1"=20'
2010 40
N
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l
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>
>
l
l
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l
l
l
l
l
l
l
l
l
l
BL (3)
NV (3)
TE (3)
NV (5)
TE (3)
NV (3)
SF (3)
NV (2)
SS (3)
NV (3)
SS (2)
NV (2)
TE (3)
AJ (9)KF (5)
KF (16)
AF (18)
AG (5)
BO (3)
RS (8)
BH (12)
BH (12)
CO
W
O
H
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
OH
E
O
H
E
O
H
E
OH
E
OH
E
O
H
E
O
H
E
O
H
E
OH
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
OH
E
OH
E
OH
E
O
H
E
OH
E
O
H
E
OH
E
O
H
E
OH
E
O
H
E
O
H
E
OH
E
O
H
E
OH
E
O
H
E
OH
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
SEED
SOD
SOD
SOD
SOD
SOD
SEED
SEED
SEED
4' SOD STRIP
4' SOD STRIP
4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
DECIDUOUS TREES
LANDSCAPE PLANT LEGEND (SOUTH)
BL 2.5" CAL.B&B 50'H x 25'WBOULEVARD LINDEN
Tilia americana 'Boulevard'3
AG 2.5" CAL.B&B 50'H x 30'WAUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold'5
BO 2.5" CAL.B&B 60'H x 60'W3BUR OAK
Quercus macrocarpa
EVERGREEN TREES
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
4' HT
18" HT
5
3
SHRUBS
NV #5 CONT.POT 20'H x 10'W18NANNYBERRY VIBURNUM
Viburnum lentago
AJ POT 5'H x 4'W9AMBER JUBILEE NINEBARK
Physocarpus opulifolius 'Jefam'
AF POT 4'H x 4'W18ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
#2 CONT.
#2 CONT.
TE #2 CONT.POT 8'H x 8'W9TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
BH #2 CONT.POT 3'H x 3'W12DWARF BUSH HONEYSUCKLE
Diervilla lonicera
138 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
2,501 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
73 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
SOD - 1,243 SY
EDGING - 440 LF
ROCK MULCH - 9 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 3.5 CY
SEED
KF #1 CONT.POT 4'H x 2.5'W21KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
NS #1 CONT.POT 4'H x 2.5'W30NORTHWIND SWITCH GRASS
Panicum virgatum 'Northwind'
ORNAMENTAL GRASSES
PERENNIALS
RS POT 4'H x 3'W8RUSSIAN SAGE
Salvia yangii #1 CONT.
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
A
N
-
T
yp
e
SI
T
E
P
L
A
N
N
I
N
G
&
L
A
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A
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Mi
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a
p
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,
M
N
i
n
f
o
@
p
l
a
n
-
t
y
p
e
.
c
o
m
55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE LANDSCAPE
PLAN
L104
Know what's below.
before you dig.Call
R
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
0
SCALE: 1"=20'
2010 40
N
LANDSCAPE REQUIREMENTS
·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR
HARDSCAPE SF
··20,121 SF VEHICULAR SF = 8,048 SF OF CANOPY COVER
REQUIRED
··8,400 SF CANOPY COVER PROVIDED
·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE
SHRUBS PER 100 LF OF STREET FACING FOUNDATION
··86 LF STREET FACING FOUNDATION = 2 LARGE TREES &
6 LARGE SHRUBS REQUIRED
··2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED
·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE
SHRUBS PER 2,000 SF OPEN SPACE
··35,170 SF OPEN SPACE = 18 LARGE TREES & 53 LARGE
SHRUBS REQUIRED
11 LARGE TREES PROVIDED + 9 EXISTING & 35 LARGE & 30
MEDIUM SHRUBS PROVIDED (SMALL CONIFEROUS
TREES SUBSTITUTED AS SHRUBS)
·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER
BETWEEN PUBLIC ROW
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··225 LF OF BUFFER = 5 TREES REQUIRED
··5 TREES PROVIDED & BUFFER
·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS
INTENSIVE USE PARCEL
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··159 LF OF BUFFER = 4 LARGE TREES REQUIRED
··8 MEDIUM TREES PROVIDED & BUFFER
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CO
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OHE
OHE
OHE
OHE
OHE
OHE
OH
E
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OH
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
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T028
T026T027
T025
T024T023
T022
T021
T020
T019
T018
T017
T016
T015
T014
T013
T012
T113
T113
T115
T114T117
T118
T119
T120
T121
T123
T155
T124
T154
T128
T127
T131
T129
T130
T132 T133
T134
T164
T156
T158
T159
T160
T161
T162
T163 T165
T157
T112
T111
T110
T105 T102
T104
T101
T099
T097
T094
T106
T109
T108
T107
T137
T136
T135
T138
T139 T140
T141
T142
T153
T125
T143 T145
T147
T149
T151
T148
T146
T1544
T092
T090
T087
T089
T091
T093
T095
T098
T150
T152
T103
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
A
N
-
T
yp
e
SI
T
E
P
L
A
N
N
I
N
G
&
L
A
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A
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Mi
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a
p
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l
i
s
,
M
N
i
n
f
o
@
p
l
a
n
-
t
y
p
e
.
c
o
m
55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
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 LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
TREE
REMOVAL
PLAN
L105
Know what's below.
before you dig.Call
R
N
0
SCALE: 1"=40'
4020 80
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
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#
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Co
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Ch
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:
Sc
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:
Revisions
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5
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n
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MH: 18
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WP
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WP
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MH: 18
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WP
MH: 18
WP
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MH: 18
MH: 16
WP
MH: 16
WP
MH: 16
WP
MH: 16
WP
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WP
MH: 16
WP
MH: 16
WP
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MH: 16
WP
MH: 16
MH: 16
WP
MH: 16
WP
MH: 9
WP WP
MH: 9
AA
MH: 28
MH: 28
AA
MH: 28
AA
AA
MH: 28
AA
MH: 28
0.10.10.10.00.0 0.1
0.0 0.00.00.00.00.00.00.00.00.0 0.10.0 0.20.00.0
0.00.00.00.00.00.00.1
0.0 0.1
0.9
0.20.10.10.20.40.60.50.30.1 0.20.2 0.10.10.10.10.20.20.20.20.2
0.1
0.2
0.0 0.10.00.00.00.00.00.00.00.0 0.00.0 0.1
0.00.00.00.00.00.00.00.00.10.1
0.0 0.1
0.1
0.10.10.20.30.20.20.10.10.0 0.1 0.10.20.20.20.20.30.30.30.40.30.2 0.1
0.0 0.10.10.10.10.00.00.00.00.0
0.2
0.0 0.10.00.00.00.00.00.00.0
0.00.0
0.0 2.2 0.00.00.10.10.20.50.81.11.00.1 0.80.1 3.32.61.40.70.30.20.10.10.1
0.0
0.6
0.0 0.00.10.10.00.00.00.00.00.0 0.20.0 0.20.00.00.00.00.0
0.00.00.00.00.0
0.0 1.0
0.1
0.10.10.30.40.50.30.20.40.1 1.3 0.00.70.40.30.20.10.10.10.10.10.1 0.9
0.0
0.0
0.00.00.00.00.00.00.00.0
0.1
0.0
0.0
0.10.10.10.10.20.20.20.30.4 0.0
0.3 0.30.30.40.50.60.70.81.11.40.0 1.00.0 0.00.00.00.00.00.00.00.00.0
0.6
1.5
0.1
0.5
0.00.00.00.00.00.00.00.0 0.00.1
0.0
0.20.20.30.40.50.70.70.70.6
0.1
0.1
0.0
0.2
0.70.80.91.21.72.01.50.6
0.0
0.0 0.50.00.00.00.00.00.00.00.00.00.0 0.1
0.00.1
0.00.00.00.00.00.00.0
0.0
0.0
0.0
0.0
0.00.00.00.00.00.00.00.10.1
0.2
0.0
0.3
0.0
0.10.10.10.10.10.10.20.20.0 0.2
0.1
0.30.40.50.50.60.50.20.00.00.0 0.2
0.0
0.10.00.00.00.0
0.00.00.00.0
0.0
0.0
0.0
0.00.00.00.00.10.10.10.10.1
0.1
0.0
0.8 0.10.10.20.20.20.30.30.40.40.0 0.6
0.2
0.90.90.50.10.00.00.00.00.00.0 0.5
0.0 0.30.20.20.10.00.00.00.00.0
2.5
0.0 0.40.00.00.00.0
0.00.00.00.00.1
0.0 3.3 0.00.00.00.00.10.10.30.71.30.3 2.70.4 2.23.22.61.50.80.50.40.30.4
1.0
2.0
0.0
0.20.00.00.00.00.00.00.0
0.0
0.0
0.0
0.0
0.10.10.30.71.22.54.74.64.9
0.0
0.0
0.3
0.0
1.73.26.14.95.54.92.31.10.0 0.4 0.50.30.30.30.20.20.20.10.10.00.0 0.6
0.40.0 3.46.54.86.15.42.61.30.8 0.60.4 0.30.60.70.70.70.60.60.40.30.1
0.0
0.5
0.0 0.90.80.60.30.10.00.00.00.0
1.4
0.0
0.0
0.00.00.00.0
0.00.00.00.00.00.1
0.0
0.1
0.0
0.40.40.40.50.50.50.50.4 1.10.2 1.70.00.00.00.00.00.00.00.00.0
1.1
0.3 0.0
0.00.00.00.00.00.00.00.0
0.00.6 0.00.0 0.10.20.51.02.23.93.33.54.42.7 0.0
0.0 0.20.10.10.10.10.10.10.10.1
5.6
0.0 1.50.00.00.00.00.00.00.00.00.0 0.1 0.1
0.00.00.00.00.00.00.0
0.00.00.2 0.00.5 0.20.40.71.32.75.55.74.44.00.0 0.0
0.0
0.0
0.10.10.10.10.10.10.00.0 0.10.0 0.10.00.00.00.00.00.00.00.00.0
1.1
0.0 1.6
0.0
0.0
0.00.00.00.00.00.10.20.1 0.8
0.0
2.83.11.13.76.64.92.00.70.30.2 0.4
2.30.1 0.00.00.00.10.20.40.81.5
0.0
2.8
0.0
2.31.30.60.40.30.20.20.20.2
0.0
2.5
0.0 0.50.30.20.20.20.20.20.20.1
0.0
0.1
0.1
0.00.00.00.00.00.00.00.00.00.0 0.1
0.1
0.1
2.85.03.70.80.50.30.20.2 1.00.1 0.60.10.10.10.10.10.00.00.00.0
0.0
0.2
0.0 0.10.00.00.00.00.00.00.00.0
1.7
0.0
0.0
0.00.00.0
0.00.00.00.00.10.10.3
0.0
0.2 1.71.61.51.41.10.80.60.70.5
0.0
0.2 0.40.20.20.10.10.10.10.00.00.0 0.3
0.0
0.7
0.00.00.00.00.00.00.00.0
1.7
0.0
1.3
0.00.0
0.00.00.00.00.00.00.00.0
0.0
0.1
0.0
0.40.30.20.20.20.10.10.1 0.70.1 0.90.00.00.00.00.00.00.00.00.00.0 0.1 0.0
0.0
0.00.00.00.00.00.00.00.0
0.5 0.0
0.0
0.00.00.00.31.11.81.91.61.21.0 0.0
11.1 0.00.00.10.41.31.81.81.92.3
0.0
6.4 0.03.52.77.86.32.00.70.40.30.3 3.1
0.0 0.40.40.30.20.20.10.00.00.0
0.0
0.0
0.0
0.00.00.00.00.00.00.00.0
0.00.2
0.0
2.0
0.3
0.91.61.71.71.92.12.62.8 0.01.1 0.01.50.80.40.30.20.20.20.20.10.1 1.3
0.0
0.0
0.10.10.00.00.00.00.00.0
0.2
0.0 0.20.00.00.00.00.00.0
0.00.00.00.0
0.0
0.0
0.10.10.00.00.00.00.00.0
0.0
0.0
0.0
0.1
0.00.00.10.20.30.30.30.20.2 0.0
0.4
0.00.00.00.0
0.00.00.00.00.00.1 0.20.1 0.50.50.40.30.30.20.20.20.1
0.1
0.1
0.0
0.2
0.10.10.10.10.10.00.00.0 0.1
0.0
0.2
0.00.00.00.00.10.10.10.10.10.1 0.0
0.0
0.0
0.10.10.10.10.10.00.00.0
0.1
0.0 0.2
0.00.00.00.00.00.10.20.20.20.2
0.0
0.0
0.9
0.10.00.00.00.00.00.00.0 0.10.0 0.1
0.00.00.00.00.00.00.30.91.3
0.0
0.0 1.1
0.6
0.00.00.00.00.00.10.61.50.1 1.5
0.7
0.90.70.60.40.30.30.20.20.10.1 1.9
0.3
1.2
0.00.00.10.50.70.80.70.6 0.00.4 0.00.20.20.20.10.10.10.10.10.1
0.0
0.5
0.1 0.60.50.40.30.20.20.10.10.1
0.0
0.1
0.0
0.00.00.00.00.00.00.00.00.0
0.0
0.1
1.7 0.40.50.71.33.05.65.52.61.5
0.0
1.9 0.11.61.71.61.61.91.40.50.10.0 2.0
0.0 0.00.00.00.00.00.00.00.00.0
0.3
0.0
0.2 0.00.00.00.00.00.00.00.00.10.0
0.0
1.9
0.0
5.24.22.74.63.32.01.61.5 1.21.6 0.71.60.70.20.00.00.00.00.00.0
0.4
1.5 0.0
1.0
0.00.00.00.00.00.00.00.0
3.0 0.0
0.0
0.00.00.00.00.10.20.30.40.50.6 0.0
0.61.6 0.00.00.00.00.10.10.20.2 0.00.4 0.00.91.21.30.90.70.81.01.21.5
0.0
0.3
0.0 1.31.61.81.71.00.20.00.00.0
0.0
0.0
1.7
0.00.00.00.00.00.00.0
0.00.00.0
0.0
1.6
1.6
0.10.20.20.30.40.61.11.8 0.02.9 0.00.91.11.31.51.61.71.61.71.6
0.0
2.7
0.0 1.40.50.10.00.00.00.00.00.0
0.1
0.0
0.2
0.00.00.00.0
0.00.00.00.00.00.0
0.0
0.0
0.00.00.00.00.00.00.0
0.00.0
0.0
0.0
0.0
0.00.00.20.81.41.81.82.03.0 0.0
0.8 1.31.51.93.36.67.10.91.31.00.0 0.80.0 0.70.70.60.40.30.10.00.00.0
3.9
0.8
2.1
5.30.0
0.00.00.00.00.00.00.1
0.0
1.6
0.0
1.92.12.64.39.513.411.68.91.8
0.8
0.7
0.1
0.3
2.10.70.60.60.60.50.50.40.0 0.2 6.60.00.00.00.00.00.00.00.00.00.0 0.3
0.0
0.0
1.21.31.41.20.70.30.10.0 1.60.0 2.40.00.00.00.00.00.00.00.0
0.0
1.1
0.0 0.1
0.00.00.00.0
0.00.00.00.00.01.3 0.0
0.0
0.20.40.50.70.81.01.41.97.04.8 0.0
0.0 0.00.00.00.00.00.00.00.00.0 0.30.0 0.60.00.0
0.00.00.00.00.00.00.1
0.5
0.0 4.2 0.00.00.00.10.30.50.81.01.10.1 2.5
0.7
3.14.43.61.91.31.11.01.01.00.9 1.5
0.4 0.03.95.54.53.22.32.02.02.0
0.7
1.0 0.00.10.10.00.00.00.00.00.00.0 1.7 0.0
0.9
0.10.10.00.00.00.00.00.0
0.0 0.00.0 0.00.00.00.00.00.00.00.00.0
0.0
0.0
0.0
0.0
0.10.00.00.00.00.00.00.0 0.50.0 0.9
0.00.00.00.00.00.00.00.00.00.1
0.0 0.0
1.7
0.00.00.00.00.00.00.00.00.2 0.0 0.00.10.16.85.73.62.31.81.71.61.4 0.0
0.0
0.00.00.00.0
0.00.00.00.00.0
0.2
0.0
0.0
0.00.00.00.00.00.10.20.61.6 0.0
2.5 0.20.41.02.65.05.51.83.54.80.0 3.20.0 2.22.11.91.91.50.60.20.10.1
6.2
4.4
0.1
2.7
0.00.00.00.00.00.00.00.0 0.00.0 0.00.23.56.55.13.72.92.42.11.92.1 0.0
0.1
0.3
4.33.12.62.32.01.91.81.2
0.0
0.1 5.50.00.00.00.00.00.00.00.0
0.00.0
0.4
0.0 1.91.61.41.21.00.80.60.40.2
0.1
0.0 6.30.00.00.00.00.00.00.00.00.0 0.1 0.1
0.00.00.00.0
0.00.00.00.00.02.9 0.04.8 0.20.30.61.53.45.03.21.54.1
0.0
0.0
0.0 0.00.90.60.40.20.10.00.00.0 1.40.0 1.60.00.00.00.00.00.0
0.00.00.00.0
0.0 2.5
0.0
0.00.00.00.00.10.10.30.51.2 1.9 0.01.70.53.42.63.34.13.52.62.01.7 1.0
0.50.9 0.00.00.00.00.00.00.00.1 0.00.2
0.0
1.01.91.91.52.72.11.71.51.3
0.0
0.1
0.5
0.0
0.53.84.83.22.11.71.41.3
0.0
0.8
0.7
0.20.10.00.00.00.00.00.00.00.0 1.1
1.0
1.1
1.63.75.04.74.02.51.81.5 0.31.2 0.20.80.60.40.30.10.00.00.00.0
0.2
1.4
0.0 0.50.30.10.00.00.00.00.00.0
0.7
0.0
0.0
0.0
0.00.00.00.00.00.00.00.00.1
0.0
0.0
0.00.00.1
0.4
0.0
0.00.10.10.10.10.10.10.1 0.00.3
0.0
0.40.40.40.40.30.10.10.00.0
0.1
0.2
0.2 0.10.10.10.10.10.20.20.2
0.0
0.2 0.00.10.10.00.00.00.00.00.00.00.0 0.2
0.0
0.1 3.35.03.82.51.81.71.82.12.0
0.0
0.5 1.00.10.00.00.00.00.00.00.00.0 1.3 0.0
0.00.00.00.00.00.00.0
0.00.00.6 0.00.4 0.00.00.10.20.30.61.01.61.6
0.0
0.0
0.0 0.00.90.20.10.10.00.00.00.0 1.90.0 2.00.0
0.00.00.00.00.00.00.00.0
0.0
0.0 2.0
0.2
0.00.00.00.00.00.00.10.21.7 0.9 0.03.43.71.90.56.25.13.42.52.02.0 0.4
0.00.2
0.00.00.00.00.00.00.00.0 0.3
0.0
0.6
0.00.00.00.10.10.20.30.40.4
0.0
0.0 0.2
0.00.00.0
0.00.00.00.00.10.10.1 0.2
0.4
0.20.20.20.30.50.60.60.60.60.6 0.2
1.7
0.3
0.10.10.20.30.50.70.80.5 0.00.6 0.02.42.21.61.31.31.41.61.50.7
0.0
0.3
0.0 0.71.01.11.00.90.91.01.00.7
0.0
0.1
0.1
0.00.00.00.00.00.00.00.0
0.00.0
0.3
0.0 0.20.00.00.00.00.00.00.00.0
0.1
0.0 1.80.0
0.00.00.00.00.00.00.00.0
0.0 0.4 0.10.20.30.40.60.60.40.20.21.0 0.41.6 0.30.30.40.50.70.81.01.31.6
0.1
0.3
0.0 0.00.10.00.00.00.00.00.00.0 1.40.0 1.70.0
0.00.00.00.00.00.00.00.0
0.1
0.0 0.7
0.0
0.30.50.81.21.40.90.40.50.6 0.9 0.10.50.30.40.50.60.91.11.41.61.6 0.8
0.0
0.0
0.20.00.00.00.00.00.00.0 1.50.0 1.40.00.0
0.00.00.00.00.00.00.0
0.1
0.0 0.2
0.0
0.10.10.20.20.20.30.20.20.8 0.1
0.1
0.20.20.20.20.30.40.50.60.81.1 0.1
0.0 0.00.10.00.00.00.00.00.00.0 1.40.0 2.00.0
0.00.00.00.00.00.00.00.0
0.2
0.0 0.2 0.10.10.10.20.20.30.30.30.20.6 0.2
0.0
0.20.20.30.30.50.60.70.91.31.8 0.2
0.1
0.00.00.00.00.0
0.00.00.00.0
0.0
0.0
0.0
0.10.30.51.11.42.23.02.51.9 0.0
1.3 6.15.02.51.40.90.60.40.40.60.0 1.10.0 1.41.51.81.60.80.30.10.00.0
0.5
0.9
2.2
1.2
0.00.00.00.00.10.20.51.1
0.0
4.9
0.0
4.13.51.81.00.60.50.40.50.7 2.9
0.4
1.7
0.40.50.70.91.01.11.21.3
0.0
0.8 0.70.10.00.00.00.00.00.00.00.00.0 1.2
0.0
0.3
0.00.00.00.00.00.00.00.0 1.10.0 1.7
0.00.00.00.00.00.00.00.10.1
3.5
0.0 0.7 0.30.71.73.13.82.10.81.42.30.3 1.1
0.8
0.50.40.40.60.81.11.41.61.61.6 1.9
0.0
0.10.00.00.00.00.00.00.00.0 0.0
0.0
0.1
0.00.00.00.00.10.10.10.30.7
0.0
0.0 0.4 2.45.46.53.02.65.53.91.91.00.0 0.4
3.5
0.50.71.01.31.51.61.61.91.60.6 0.6
0.0 0.10.00.00.00.00.00.00.00.0
0.1
0.0 0.20.00.0
0.00.00.00.00.00.00.0
0.0 1.8 0.20.20.20.20.30.71.52.12.00.1 1.70.1 1.91.91.81.91.91.70.90.40.2
0.1
1.8
0.0 0.10.10.10.00.00.00.00.00.0 0.10.0 0.10.00.00.0
0.00.00.00.00.00.0
0.1
0.0 1.7
0.0
0.10.20.20.30.50.81.11.20.1 1.4 0.11.91.91.91.71.30.80.40.20.20.1 1.3
0.0
0.0
0.10.10.00.00.00.00.00.0 0.60.0 0.90.00.00.00.0
0.00.00.00.00.0
0.1
0.0 5.1
0.8
0.10.20.40.60.91.00.60.30.3 5.8
0.1
3.12.62.62.52.32.11.91.91.81.4 3.1
0.0 0.00.10.00.00.00.00.00.00.0 0.20.0 0.40.00.00.0
0.00.00.00.00.00.0
0.1
0.0 2.6 0.10.20.40.50.40.30.31.02.80.1 3.7
0.1
2.12.12.12.12.01.92.12.11.40.8 4.1
0.0 0.40.10.00.00.00.00.00.00.0
0.0
0.0 0.50.00.0
0.00.00.00.00.00.00.0
0.0 0.2 0.10.10.20.30.30.40.50.70.80.6 0.50.5 0.20.10.10.20.20.20.30.30.4
0.1
0.8
0.0 0.00.30.00.00.00.00.00.00.0 0.90.0 0.80.00.0
0.00.00.00.00.00.00.00.0
0.0 0.1
0.0
0.10.10.20.20.30.40.40.40.8 0.2 0.10.10.10.20.20.20.30.30.40.50.7 0.3
0.0
0.1
0.10.10.00.00.00.00.00.0 0.20.0 0.20.00.0
0.00.00.00.00.00.00.0
0.1
0.0 2.1 0.10.10.20.20.40.50.70.91.00.2 1.6
0.1
2.01.61.00.50.30.20.20.20.20.2 1.2
0.0 0.00.20.10.00.00.00.00.00.0 0.30.0 0.30.00.0
0.00.00.00.00.00.00.0
0.0
0.0 1.3 0.10.10.20.30.40.50.60.71.00.3 1.5
0.1
0.80.40.20.10.20.20.20.20.20.3 1.3
0.25 fc
1 fc0.5 fc