HomeMy WebLinkAbout20250226 EB Combined PacketMeeting guidelines on reverse side.
ENVIRONMENTAL BOARD AGENDA
Wednesday, February 26, 2025
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: January 29, 2025
6. Action Items
A. Otter Crossing South & Aldi Preliminary Plat
7. Discussion Items
A. Peltier Lake Heron Rookery Volunteer Event Update
B. Earth Day event volunteers at Wargo April 19th
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
January 29, 2025
Page 1
CITY OF LINO LAKES
ENVIRONMENTAL BOARD MEETING
1. CALL TO ORDER AND ROLL CALL
Vice Chair Schwartz called the Environmental meeting to order at 6:31 p.m. on January
29, 2025.
2. PLEDGE OF ALLEGIANCE
3. APPROVAL OF AGENDA
The agenda was approved as presented. There were no additions or deletions to the
presented agenda.
4. APPROVAL OF MINUTES
Ms. Holmes made a motion to approve the November 26, 2024 meeting minutes.
Motion was seconded by Mr. Schwartz. Motion carried 4-0.
5. OPEN MIKE
Vice Chair Schwartz declared open mike at 6:32 p.m. There was no one present for
open mike therefore it was closed at 6:32 p.m.
6. ACTION ITEMS
DATE: January 29, 2025
TIME STARTED: 6:31 p.m.
TIME ENDED: 7:58 p.m.
MEMBERS PRESENT: Shawn Holmes, Alexander Schwartz
Lindsay Buchmeier, Jonathan Parsons, Elizabeth
Larkin
MEMBERS ABSENT: Mary Jo Stevenson, Julia Nelson
STAFF PRESENT: Thomas Hoffman
Environmental Board
January 29, 2025
Page 2
DRAFT MINUTES
A. Recommendations for Board and Staff Appointments
The Environmental Board is responsible for recommending a chair, vice chair, and secretary
to council for approval. Once new board appointments have been made board members
will recommend appointments for the three positions.
Marissa Ertel was nominated as Secretary. Motion carried 5-0.
Mr. Schwartz was nominated as the Chair. Ms. Holmes motioned to approve Mr. Schwartz
as Chair. Motion was seconded by Ms. Buchmeier. Motion carried 5-0.
Mr. Parsons nominated Ms. Holmes as Vice Chair. Mr. Schwartz seconded the motion.
Motion carried 5-0.
B. 8196 20th Avenue (Shuda Farms) IUP
The applicant, Shuda Farms, LLC, submitted a Land Use Application for an Interim
Use Permit (IUP) for outdoor storage and black dirt stockpiling on their property at
8196 20th Ave (PID 013122310002). The stockpile operation will be used for black
dirt associated with operating a tree farm at the referenced property. Black dirt will
be used to plant bare root trees, amend soil, pot nursery stock, and fill in areas of
transplanted trees as they are harvested and sold. The stockpile will be maintained
and for onsite use only and will have no commercial or residential sales.
The following staff report is based on the plan set prepared by E.G. Rud & Sons, Inc.
dated December 2, 2024, and received by the City December 6, 2024.
The applicant is proposing an interim use permit (IUP) for stockpiling of black dirt to
use in its agricultural practices for growing nursery stock. Section 1007.050 of the
Zoning Ordinance establishes requirements for earth moving and land reclamation.
Earth removal, land reclamation, material storage or filling is a permitted use in all
zoning districts. An interim use permit is required when 5,000 cubic yards or more of
material is planned to be removed or deposited on any lot or parcel. The
approximately 40-acre site is located between 20th Ave and I-35E. The proposed
stockpile will be confined to a 225’ X 225’ as shown in the proposed plans. The
stockpile will have a maximum height of 35 feet consistent with building heights in
the R-Rural zoning district.
Mr. Hoffman recommended that the area of the stockpile be limited, and that the
types of materials in the stockpile be limited per the D.O.T. specifications. Mr.
Hoffman stated that at least fifty percent of the stockpile should be vegetated to
help prevent erosion.
Environmental Board
January 29, 2025
Page 3
DRAFT MINUTES
Mr. Parson’s questioned if there would be a set of guidelines regarding the use of
water to prevent dust and how the site would know when to enact the use of water.
Mr. Hoffman noted that the N.P.C.A. has guidelines for stockpiles and materials to
reduce the sedimentation. The type of materials said to be on site should not be a
problem.
Ms. Larkin had questions about the requirements for fertilization.
Mr. Hoffman stated that currently there are no requirements or guidance around
fertilization for agricultural purposes. That is not to say that there are not
restrictions regarding how close to wetlands and the types of fertilizers that can be
used in the proximity of said wetlands. The use of herbicides and pesticides would
be regulated by the Department of Agriculture and Health.
Mr. Schwartz questioned the intent of discussion item seven, regarding non-
functioning equipment on site.
Mr. Hoffman explained that this would be to prevent leakage from the non-
functioning equipment to erode the soil. There is a proposal to build additional
buildings where this equipment could be stored while being repaired.
Mr. Schwartz recommended adding language regarding the storage of equipment on
impervious surfaces since the most important thing would be the prevention of the
leakage of fluids into the soil.
Ms. Holmes had concerns regarding runoff going into the nearby water systems,
including Peltier Ponds.
Mr. Hoffman clarified that the type of farming practices would reduce the amount of
sediment runoff.
Ms. Holmes motioned to approve the recommendations. Ms. Buchmeier seconded
the motion. Motion carried 5-0.
C. 416 Lilac Street (BRF Enterprises, LLC) CUP
The applicant, BRF Enterprises, LLC, is proposing to operate an automotive
collision/repair shop and towing/recovery company at 416 Lilac Street.
The Land Use Application is for the following:
Environmental Board
January 29, 2025
Page 4
DRAFT MINUTES
• Conditional Use Permit
o Automobile Repair-Major and Minor
• Conditional Use Permit
o Outdoor Storage
• Site and Building Plan Review
This staff report is based on the followings plan sets:
• ALTA/NSPS Land Title Survey prepared by E.G. Rud & Sons, Inc. dated October
29, 2024
• Civil Plan Set prepared by Plowe Engineering, Inc. dated December 6, 2024
• Architectural Plan Set prepared by Lampert Architects dated December 5, 2024
• Landscape Plan Set prepared by Lampert Architects dated December 5, 2024
• Photometric Plan prepared by Luma Sales Associates dated December 5, 2024
• Stormwater Drainage Report prepared by Plowe Engineering, Inc. dated
December 6, 2024
• Soil Borings prepared by Haugo GeoTechnical Services, LLC. dated November 27,
2024
Staff has the following recommendations:
1. Remove proposed pavement from the Drainage and Utility Easement
2. Extend proposed silt fence on east side of the property line to connect to the
building. Grades are flat and potential runoff could extend to the north
3. Currently seed is being proposed on the west and south side of the property. Per
city code 1007.049 sod is required for ground cover in these locations
4. City engineer to review stormwater management, currently does not meet city
requirements
5. Fence to be evaluated for flow within the drainage and utility easement
6. Rock mulch bed for landscaping to be flush with ground level. Plantings within
the drainage and utility easement shall not restrict water flow
7. Plans call for stabilized construction entrance, one is not shown on the ESC plan
Mr. Schwartz had a question regarding the city code for sod and whether that only
applied to certain property types.
Mr. Hoffman clarified that the code is regarding certain property types. Mr. Hoffman
mentioned that a desire for more native seed would be recommended, but the
current ordinance does not allow for that.
Environmental Board
January 29, 2025
Page 5
DRAFT MINUTES
Mr. Schwartz would like to discuss this ordinance in the future to allow for more
diverse options of seed. This would provide more ecological benefits.
Ms. Buchmeier motioned to approve the recommendations. Ms. Holmes seconded
the motion. Motion carried 5-0.
D. Burque Estates PUD Concept Plan
The applicant, Lino Lakes Partners, LLC, is proposing a planned unit development
located on the easterly boundary is 35E, the westerly boundary is Centerville Road,
and it lies south of the Northpointe Development.
The development contains approximately 59 acres gross acres of land, 15 acres
developable consisting of residential housing. The proposed development is called
Burque Estates.
The existing site consists of three parcels totaling 59.32 acres. The site is currently
composed of three adjacent parcels, which are zoned Rural. There is one home on
the site, a large wetland area, mowed fields, several small ponds, and a private
ditch.
The Burque owned area of the site, 58.24 acres, overland flows to onsite private
ditches that then flow through a culvert under 20th Ave and eventually outlets to
Lake Amelia within VLAWMO. There is a culvert under I 35E at the Burque Property
that brings water from the east side of I 35E to the site.
The concept plan identifies proposed surface water management. The applicant will
be required to meet the City of Lino Lakes and VLAWMO rules for surface water
management. Evaluation of stormwater bmp’s will be completed with future
submittals.
The site ultimately discharges into Lake Amelia, Amelia is one of the few water
bodies in the city that currently does not have an impaired designation. Stormwater
management should be taken above requirements to protect the adjacent water
resource.
Ms. Larkin had concerns about the ponds surrounding the homes, suggesting there
be mitigation to keep the water from being stagnant.
Environmental Board
January 29, 2025
Page 6
DRAFT MINUTES
Mr. Hoffman explained that the ponds use is for filtering the pollutants. They are not
meant to be pristine and adding a fountain would be not help settle the pollutants
and they would rise to the surface causing further issues.
Mr. Schwartz had questions about the wetlands in the area and conservation efforts
to maintain the wetlands.
Mr. Hoffman mentioned that there are staff conversations about wetland banks and
having native vegetation as a buffer.
Ms. Holmes asked about whether a tree preservation was submitted.
Mr. Hoffman confirmed that one was not submitted. The Board agreed that this
should be an added recommendation.
Mr. Schwartz motioned to approve the recommendations. Ms. Holmes seconded the
motion. Motion carried 5-0.
E. North Oaks Mixed Use EAW Comment Response
The North Oaks Mixed Use Development Environmental Assessment Worksheet
(EAW) was approved for distribution by the City Council on December 9, 2024. The
document was filed with the Minnesota Environmental Quality Board (EQB) and
circulated for review and comments to the required EAW distribution list. A Notice
of Availability was published in the EQB Monitor on Tuesday, December 17, 2024.
Notice was also provided to properties within 600 feet of the proposed project.
The thirty-day comment period closed on January 16, 2025. The City received a
number of written comments from agencies and citizens. The City must respond to
every substantive comment. Substantive comments are comments that address the
accuracy and completeness of the materials contained in the EAW, potential impacts
that may warrant further investigation before the project is commenced, and the
need for an Environmental Impact Statement (EIS) on the proposed project.
The EAW is not meant to approve or disapprove a project but is simply a source of
information to guide other approvals and permitting decisions. Minnesota Rule
4410.177, Subpart 2 requires the City to make either a negative declaration or a
positive declaration on the need for an EIS. The City shall base its decision regarding
the need for an EIS on the information gathered during the EAW process and the
Environmental Board
January 29, 2025
Page 7
DRAFT MINUTES
comments received on the EAW. In doing so, the City must prepare a record of
decision that includes the information supporting the decision.
Ms. Holmes had concerns about past developments and deciding on whether an EIS
would be required.
Mr. Schwartz mentioned we would see more about the environmental impact when
the preliminary plat is submitted by North Oaks.
Lauren Grouws with North Oaks Company spoke to North Oaks dedication to the
environment. North Oaks has partnered with VLAMO in the past with other
environmental endeavors in the area.
Ms. Larkin had questions about what additional information would be provided in
the EIS.
Mr. Hoffman explained that the EIS would have more detailed environmental
information and questions. The items of focus would be the recommendations from
the Board.
Mr. Scwartz motioned to not require an EIS. Ms. Holmes seconded the motioned.
Motion carried 5-0.
7. DISCUSSION ITEMS
A. Peltier Lake Heron Rookery Volunteer Event
On February 26th, 2025, there will be a volunteer event to help conserve the rookery
for the herons. This would include flashing the trees to prevent racoons or opossums
from climbing up to nests. With the recent decline in the heron population this
would be an effort to help bring the population numbers up.
B. Recycling Updates
Mr. Hoffman provided recycling updates. A new recycling intern has been hired and
will be starting in May of 2025.
SCORE reporting has been completed and tonnage numbers are being finalized.
Mr. Parsons had questions about the tonnage and whether it is comparable to
previous years.
Environmental Board
January 29, 2025
Page 8
DRAFT MINUTES
Mr. Hoffman let the Board know that we are currently waiting for tonnage
information from one of the haulers, so the current numbers are not an accurate
representation.
8. ADJOURN
Mr. Schwartz made a motion to adjourn the meeting at 7:58 p.m.
Motion carried 5-0.
Respectfully submitted,
Marissa Ertel – Office Specialist
1
ENVIRONMENTAL BOARD
ITEM 6A
STAFF ORIGINATOR: Tom Hoffman, Environmental Coordinator
DATE: February 26, 2025
REQUEST: Otter Crossing South Preliminary Plat & Aldi Concept Plan
Review
CASE NUMBER: PP2025-0002
SBPR2025-0002
APPLICANT: ISG Inc
7900 International Dr Ste 550
Bloomington, MN 55425
OWNER: CLino LLC
3435 Labore Rd
Vadnais Heights, MN 55110
INTRODUCTION
The Owner, CLino, LLC, is proposing to preliminary plat a commercial development on
parcel 24-31-22-13-0005 that is approximately 27.01 acres. Aldi’s site development is in
the northwest corner of the property and will be approximately 2.84 acres
This staff report is based on the followings plan sets:
• Civil Plan Set prepared by ISG Engineering, Inc. dated February 7, 2025
• ALDI-Lino Lakes Narrative dated February 7, 2025
BACKGROUND
The owner, CLino, LLC, is proposing a commercial development located on the SE corner
of I-35 and Main Street. Parcel 24-31-22-13-0005 is approximately 27.01 acres with the
Aldi site proposing 2.84 acres.
The property is zoned General Business District (GB) and the proposed grocery store is a
permitted use under this zoning.
ANALYSIS
Current Zoning and Land Use
2
Current Zoning GB, General Business
Current Land Use Agricultural
Future Land Use per CP Commercial
Utility Staging Area 1A=2018-2025
Current Proposal
The attached applicant’s narrative provides a detailed description of the project. The
preliminary plat shows the entire 27.01-acre property for future development. The
proposed concept plan shows a 2.84-acre grocery store (Aldi).
General Site Characteristics
The existing site consists of three parcels totaling 27.01 acres. The site is currently
composed of three adjacent parcels, which are zoned General Business. There is one
parking lot, wetland areas, and agricultural fields.
The site is East of highway 35E, South of Main St, and West of Otter Lake Rd.
Land Cover
Pre-settlement land cover (Marschner) was oak openings and barrens, aspen-oak land,
and wet prairie.
Current land cover is: cropland, seasonally flooded altered/non-native dominated
emergent vegetation, and medium-tall grass altered/non-native dominated grassland.
Soils
A Geotech report was completed and is attached for reference. The site geatures a
generally flat to gently undulating topography with elevations ranging from 912’-920’.
The site currently exists as agricultural land, predominately covered with grass and
topsoil.
Ground water was observed in a few of the borings at a depth of around 35’ below
ground level. Soils consist primarily of a layer of organic matter silty sand with a deeper
layer of sandy lean clay. The sandy lean clay ranges from 1’-25’ and is the primary soil
type throughout the site. The soils consist with hydric soils showing limited ability for
infiltration onsite.
3
Rare, Unique, or Significant Resources
A Rare plant survey was not required for the Preliminary Plat.
Any wetlands impacted by the project shall have a significant resources survey
completed.
Stormwater Management
The existing project area is comprised of an agriculture field and roadway stub. The
existing stormwater surface flows to four (4) wetlands located on the east, west, and
south of the project area. The existing wetlands will not be disturbed during the scope
of the proposed project. Stormwater going to the wetland to the west will be treated
prior to the stormwater outlets into the wetland.
The proposed project will include the construction of a parking lot, building, drive
lanes, utilities, and stormwater treatment. A wet sediment basin will be utilized to treat
the stormwater and provide rate control to meet the stormwater requirements. The
improvements will increase the impervious area of the project site by 1.964 AC.
Required treatment of the new impervious areas is 7,736 cubic feet (CF).
The drainage area DA-5 will route the new impervious area to the proposed BMP to
provide treatment before the stormwater is released into the existing wetland. Runoff
from the drainage areas DA-5 will be conveyed via storm sewer to the proposed basin.
The proposed site drainage is separated into three (3) proposed drainage areas as
outlined below.
• DA-1 stormwater drains to an existing wetland to the west.
• DA-2 stormwater drains to the stormwater wet sediment basin.
• DA-3 stormwater drains to existing storm sewer within the roadway stub.
Flood Plain
The site falls outside of the flood management zone, flood zones should not encroach
into lots.
Shoreland District
The subject property is not located within the Shoreland Management Overlay District.
Wetlands
The site includes 4 wetlands approximately 5.94 acres of wetland and buffer. A
approved wetland delineation was submitted. The applicant will need to work with
RCWD for Wetland Conservation Act regulations.
4
Greenway System, Parks and Trails
The 2040 comprehensive plan does not show parks, trails, or open spaces in this
location. There is a minor drainage route identified on the southern portion of the
property draining the existing wetland. This is not impacted by the proposed
development.
Tree Preservation
A tree preservation plan was not required for this project. Future development on site
may trigger tree preservation for each additional site. No significant trees are to be
impacted with the proposed development. The development will be required to meet
the landscape requirements.
Landscaping
The required minimum canopy coverage for all uses is 40% canopy coverage. The
assigned canopy coverage value of each tree is based on planting location, tree size and
anticipated tree canopy 15 years after planting.
Interior parking lot islands are required to have 100% canopy coverage. Foundation
landscape standards are 2 large trees and 6 large shrurbs required per 100 LF of
building. The required plant materials shall be planted in the foundation landscape zone
adjacent to the building face. The proposed development is proposing to meet the
required 38 shrubs and plant an additional tree above the 13-tree requirement.
The proposed development is providing trees and shrubs above the required threshold
for the property. Additional landscaping will provide a number of benefits to the site
and adjacent landscapes.
Environmental Review Considerations
Not applicable
Drinking Water Protection
There is an existing 8-inch diameter trunk watermain within 70th St that serves the site.
Additional services will need to be stubbed off the existing watermain for future
development
The project is located within the Lino Lakes East wellhead protection area. This DWSMA
is considered Moderate in vulnerability.
5
RECOMMENDATIONS
Staff has the following recommendations for consideration by the board:
1. Provide maintenance access to the stormwater management BMP.
a. Remove any trees or landscaping adjacent to storm sewer outlets.
2. Wetland buffers should have a minimum width of 25 feet and be 50 feet wide on
average.
3. No wetland impacts are being proposed with this portion of the project and no
wetlands are on this parcel. Wetland three adjacent to the site is not being
impacted
a. Wetlands 1 & 2 are small, isolated wetlands adjacent to the site. With
the paving of this site and grading for the lot it could affect hydrology to
the wetlands.
b. Modeling the hydrology of wetlands 1 & 2 to ensure that the project does
not have impacts
c. If impacts are shown or expected mitigation of the wetlands will need to
be completed with this phase.
4. Engineer to complete review of stormwater management ponding and modeling.
a. Each site currently will provide stormwater treatment as it is developed.
b. Recommend the possibility of larger stormwater facilities for the entire
site that provide treatment for a larger area. Larger basins will reduce
maintenance and provide higher treatment.
5. Plans show a 3’ curb cut on the entrance coming off of Main Street. If a curb cut
is proposed for drainage provide a pretreatment structure.
a. This area drains directly to a adjacent wetland. Any stormwater being
directed to the wetland from impervious will require treatment.
6. Landscaping requirements for the site are currently being met.
a. Required 59 trees to meet coverage and planting requirements
b. Proposed 62 trees being installed
7. Currently river rock is being proposed around the stormwater management
basin. Provide native planting seed mix around the bmp.
a. Native grasses will provide pollinator habitat, roots will prevent soil
erosion and will function as a buffer for pretreatment.
8. The site is located within the Lino Lakes East wellhead protection area.
Consideration for the vulnerability of the DWSMA should be considered during
future proposals.
9. The project will disturb more than an acre of soil and will be required to obtain
an NPDES permit. Proof of permit shall be required before construction.
10. A SWPPP shall be required in additional submittals as required by the MPCA
meeting sections 5.2-5.26
a. Final erosion and sediment control will be reviewed with future
submittals
6
b. Redundant perimeter control will be required around all wetlands onsite
where a 50’ natural buffer cannot be maintained during construction.
Redundant perimeter control should be spaced 3-5’ apart.
ATTACHMENTS
1. General Location Map
2. Project Narrative
3. Otter Crossing South Preliminary Plat
4. Aldi Concept Plan set
Otter Crossing South & Aldi Location Map
February 7, 2025
Katie Larson, AICP
Planner
City of Lino Lakes
600 Town Center Pkwy
Lino Lakes, MN 55014
I & S Group, Inc. | 7900 International Drive + Suite 550 + Bloomington, MN 55425 + 952.426.0699 1
RE: Site Plan - Narrative
ALDI – Lino Lakes
Katie,
ISG is the design firm representing ALDI, and we are submitting a Site Plan application for a proposed ALDI grocery
store. The subject property is vacant land in the SE corner of I-35 and Main Street. The property is Parcel 24-31-22-
13-0005 that is approximately 27.01 acres. ALDI’s site development is in the northwest corner of the 27.01 acres
and the ALDI site will be approximately 2.84 acres once the site is platted. The property owner will be submitting the
Preliminary and Final Plats that will be associated with this development proposal.
The property is zoned General Business District (GB) and the proposed grocery store use is permitted. ALDI is open
7-days a week from 9 am – 8 pm. On average, there are 4-6 employees at the store each shift. The proposed ALDI
building will be approximately 19,437 SF in size. There will be a shared access drive into the site from Main Street
for the overall commercial development. ALDI has designed the parking lot circulation and access points to allow for
internal connectivity with the future adjacent commercial lots. The site conforms with the setbacks, parking space
requirements and includes the required perimeter and interior parking lot landscaping. The ALDI site will be
comprised of 1.99 acres (~70%) of impervious surface and 0.85 acres (29%) of greenspace.
The building elevations are comprised of a mix of materials, colors and glazing to add architectural interest to the
building façade. The entrance to the building is defined by a tower feature to enhance the building entrance
visually. The loading dock and trash are recessed into the grade behind the building away from the street, which will
help reduce the presence and visibility of these areas. See the attached chart detailing the building elevation
materials and percentages of coverage.
Thank you again for reviewing the attached materials. Please contact me at 952.426.0699 or via email at
Andrea.Rand@ISGInc.com with any questions or if there is any additional information we can provide in support of
this project.
Thank you again for reviewing the attached materials. Please contact me at 952.426.0699 or via email at
Andrea.Rand@ISGInc.com with any questions or if there is any additional information we can provide in support of this project .
Sincerely,
Andrea Rand, AICP
Development Services Coordinator
EXISTING RIGHT-IN
ONLY ACCESS
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6,200 SF
55 STALLS
8.9/1000
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PROPOSED POND
NWL = 910.25
100 YR HWL = 912.47
X
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ALDI, INC
BUILDING SQ. FT.= 19,437 FFE=918.5'
95,000+ SF MEDICAL CLINIC
475+ PARKING STALLS
1/200
TEMP
TURNAROUND
SITE
LOCATION MAP
00-ENG-119015-SHEET-COVR
1
MASTER PLAN
NEIGHBORHOOD LAND USE PLAN
EXISTING CONDITIONS PLANCOVER SHEETSHEET INDEX1.2-3.
5.6.
OTTER CROSSING SOUTH
PRELIMINARY PLAT
LINO LAKES, MINNESOTA
LEGEND
COVER SHEET
Know what's below.
before you dig.Call
R
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
7OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
TYME PROPERTIES
3435 LABORE ROAD SUITE 150
02-10-2025
PJC
NJK,JLT
Name
Reg. No.Date
Revisions
1.Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
19860 02-10-2024
Paul J. Cherne
VADNAIS HEIGHTS, MN 55110
7.
4.RESOURCE INVENTORY
PRELIMINARY PLAT
DEVELOPER
PAUL SCHREIER
TYME PROPERTIES
651-307-2123
3435 LABORE ROAD SUITE 150
VADNAIS HEIGHTS, MN 55110
c
7OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
TYME PROPERTIES
3435 LABORE ROAD SUITE 150
02-10-2025
PJC
NJK,JLT
Name
Reg. No.Date
Revisions
1.Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
02-10-2024 VADNAIS HEIGHTS, MN 55110
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Surveyor
under the laws of the State of Minnesota 42299
Peter J. Hawkinson
EX-SURV-119015-BASE.DWG
XX-XX-XX
2EXISTING CONDITIONS
c
7OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
TYME PROPERTIES
3435 LABORE ROAD SUITE 150
02-10-2025
PJC
NJK,JLT
Name
Reg. No.Date
Revisions
1.Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
02-10-2024 VADNAIS HEIGHTS, MN 55110
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Surveyor
under the laws of the State of Minnesota 42299
Peter J. Hawkinson
EX-SURV-119015-BASE.DWG
XX-XX-XX
3EXISTING CONDITIONS
NeA
NeA
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I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
7OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
TYME PROPERTIES
3435 LABORE ROAD SUITE 150
02-10-2025
PJC
NJK,JLT
Name
Reg. No.Date
Revisions
1.Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
19860 02-10-2024
Paul J. Cherne
VADNAIS HEIGHTS, MN 55110
00-ENG-119015-SHEET-RES-INV
4RESOURCE INVENTORY
PROPOSED POND
NWL = 910.25
100 YR HWL = 912.47
FLEX SPACE
6,200 SF
55 STALLS
8.9/1000
AU
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P
A
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12
,
0
0
0
S
F
RESTAURANT
FLEX SPACE
8,500 SF
78 STALLS
8.9/1000
12
4
13
71212
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ALDI, INC
BUILDING SQ. FT.= 19,437 FFE=918.5'
95,000+ SF MEDICAL CLINIC
475+ PARKING STALLS
1/200
COMMERCIAL
COMMERCIAL
INDUSTRIAL INDUSTRIAL
INDUSTRIAL
COMMERCIAL
COMMERCIAL
COMMERCIAL
INDUSTRIAL
COMMERCIAL
I-
3
5
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MAIN STREET
COMMERCIAL
c
OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
2-10-25
JLT
JLT
Name
Reg. No.Date
Revisions Date
Designed
Drawn
2023 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
I hereby certify that this plan 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 44763
Jennifer L. Thompson NEIGHBORHOOD LAND USE PLAN 7TYME PROPERTIES
3435 LABORE ROAD SUITE 150
VADNAIS HEIGHTS, MN 55110 5
c
7OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
TYME PROPERTIES
3435 LABORE ROAD SUITE 150
02-10-2025
PJC
NJK,JLT
Name
Reg. No.Date
Revisions
1.Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
02-10-2024 VADNAIS HEIGHTS, MN 55110
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Surveyor
under the laws of the State of Minnesota 42299
Peter J. Hawkinson
00-SURV-119015-BASE.DWG
6PRELIMINARY PLAT
EXISTING RIGHT-IN
ONLY ACCESS
WETLAND
WETLAND
WATER TOWER
POND
FLEX SPACE
6,200 SF
55 STALLS
8.9/1000
WETLAND
EXISTING ACCESS TO BE
TEMPORARY FULL ACCESS
FUTURE PERMANENT
RIGHT-IN/RIGHT-OUT
FUTURE
ROUNDABOUT
AU
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0
0
0
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RESTAURANT
FLEX SPACE
8,500 SF
78 STALLS
8.9/1000
PUBLIC ROW
12
4
13
71212
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PROPOSED POND
NWL = 910.25
100 YR HWL = 912.47
X
X
X
X
X
X X
ALDI, INC
BUILDING SQ. FT.= 19,437 FFE=918.5'
95,000+ SF MEDICAL CLINIC
475+ PARKING STALLS
1/200
TEMP
TURNAROUND
c
7OFOTTER CROSSING SOUTH
LINO LAKES, MINNESOTA
TYME PROPERTIES
3435 LABORE ROAD SUITE 150
2-10-25
JLT
JLT
Name
Reg. No.Date
Revisions Date
Designed
Drawn
2023 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
2-10-2025 VADNAIS HEIGHTS, MN 55110
I hereby certify that this plan 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 44763
Jennifer L. Thompson 7MASTER PLAN
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
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2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DATA SHEET
C-010
300 29782 C-010
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
PROJECT LOCATION
N
S
W E
LOCATION MAP
0
SCALE IN FEET
500 1000
PROJECT GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, CITY OF LINO
LAKES, MN REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION,
2020 EDITION, THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND
WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 2023
EDITION, AND THE CURRENT VERSION OF THE MINNESOTA STATE PLUMBING CODE UNLESS
DIRECTED OTHERWISE.
HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM
OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE ANOKA COUNTY COORDINATE
SYSTEM, IN U.S. SURVEY FEET.
ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES
FOR THIS PROJECT.
THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN SEPTEMBER
2024 BY ISG.
SPECIFICATIONS REFERENCE
PROJECT DATUM
TOPOGRAPHIC SURVEY
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AGG AGGREGATE
APPROXAPPROXIMATE
ARCH ARCHITECT, ARCHITECTURAL
BFE BASEMENT FLOOR ELEVATION
BIT BITUMINOUS
BM BENCHMARK
CAD COMPUTER-AIDED DESIGN
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
CF CUBIC FOOT
CI CAST IRON
CIP CAST IRON PIPE
CIPC CAST IN PLACE CONCRETE
CJ CONTROL JOINT
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CY CUBIC YARD
C&G CURB AND GUTTER
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DS DOWNSPOUT
EA EACH
ELEC ELECTRICAL
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
EQ EQUAL
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FES FLARED END SECTION
FFE FINISHED FLOOR ELEVATION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FOOT, FEET
FTG FOOTING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFE GARAGE FLOOR ELEVATION
GL GUTTER LINE
GPM GALLONS PER MINUTE
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HD HEAVY DUTY
HH HANDHOLE
HORIZ HORIZONTAL
HR HOUR
HWL HIGH WATER LEVEL
HWY HIGHWAY
HYD HYDRANT
I INVERT
ID INSIDE DIAMETER
IN INCH
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
J-BOX JUNCTION BOX
JT JOINT
LF LINEAR FEET
LIN LINEAR
LPS LOW PRESSURE STEAM
LS LUMP SUM
LSO LOWEST STRUCTURAL OPENING
MAX MAXIMUM
MB MAIL BOX
MECH MECHANICAL
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
NO NUMBER
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OC ON CENTER
OCEW ON CENTER EACH WAY
OH OVERHEAD
OHD OVERHEAD DOOR
OZ OUNCE
PED PEDESTAL, PEDESTRIAN
PERF PERFORATED
PL PROPERTY LINE
PP POLYPROPYLENE
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
QTY QUANTITY
R RIM
RAD RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REBAR REINFORCING BAR
REM REMOVE
ROW RIGHT OF WAY
R/W RIGHT OF WAY
SAN SANITARY
SCH SCHEDULE
SF SQUARE FOOT
SPEC SPECIFICATION
SQ SQUARE
STA STATION
STM STORM
SY SQUARE YARD
T/C TOP OF CURB
TEL TELEPHONE
TEMP TEMPORARY
THRU THROUGH
TNFH TOP NUT OF FIRE HYDRANT
TRANS TRANSFORMER
TV TELEVISION
T/W TOP OF WALL
TYP TYPICAL
UT UTILITY, UNDERGROUND
TELEPHONE
VCP VITRIFIED CLAY PIPE
W/O WITHOUT
W/WITH
YD YARD
YR YEAR
1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE
NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL
(WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS),
DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS, AND
CLARIFICATIONS ISSUED BY ARCHITECT/ENGINEER.
2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL
CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND
COMPLETE COORDINATION OF ALL WORK.
3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING
INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING
INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF
DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN
CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN
INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING
WITH THE WORK.
6.ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED,
INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING TO
MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN
MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.
7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO
AVOID GALVANIC CORROSION.
8.THE LOCATION AND TYPE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR
GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF
THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED.
THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY
NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN.
9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS
A MINIMUM OF 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION
(1-800-252-1166).
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINE
QUARTER SECTION LINE
RIGHT OF WAY LINE
PROPERTY / LOTLINE
EASEMENT LINE
CULVERT
WATER EDGE
WETLAND BOUNDARY
WETLAND / MARSH
WATER
FENCE LINE
STORM SEWER
SANITARY SEWER>
SANITARY SEWER FORCEMAIN
CONTOUR (MAJOR)
I
UNDERGROUND TELEPHONE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND TV
GASG
UNDERGROUND FIBER OPTIC
CONTOUR (MINOR)
DECIDUOUS TREE
CONIFEROUS TREE
TREE LINE
MANHOLE/STRUCTURE
CATCH BASIN
HYDRANT
CURB STOP
VALVE
UTILITY PEDESTAL / CABINET
POWER POLE
990
989
PROPOSED
CULVERT
STORM SEWER
SANITARY SEWER>
WATERII
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TV
GASG
CONTOUR
MANHOLE
CATCH BASIN
HYDRANT
VALVE
EASEMENT
RIGHT OF WAY
>>
>>
>>
>>
STORM SEWER (PIPE WIDTH)
1015
LOT LINE
SANITARY SEWER (PIPE WIDTH)
OVERHEAD UTILITY
UNDERGROUND UTILITY
CITY OF
LINO LAKES
CIVIL PLAN ABBREVIATIONS:
C-010 SITE DATA SHEET
PSH
PSH
JMF
MAIN STREET
OT
T
E
R
L
A
K
E
R
O
A
D
IN
T
E
R
S
T
A
T
E
3
5
E
PHELPS ROAD
E CEDAR STREET
21
S
T
A
V
E
N
U
E
N
CIVIL SHEET INDEX
Sheet Number
C-010 SITE DATA SHEET
C-020 SITE DETAILS
C-021 SITE DETAILS
C-022 SITE DETAILS
C-023 SITE DETAILS
C-024 SITE DETAILS
C-025 SITE DETAILS
C-026 SITE DETAILS
C-027 PYLON SIGN DETAIL
C-110 SWPPP NOTES
C-111 SWPPP NOTES
C-120 SITE EROSION CONTROL PLAN
C-130 SWPPP DETAILS
C-131 SWPPP DETAILS
C-210 EXISTING SITE AND REMOVAL PLAN
C-310 SITE PLAN
C-320 SITE UTILITY PLAN
C-321 HYDRANT COVERAGE PLAN
C-410 OVERALL GRADING PLAN
C-411 BUILDING GRADING PLAN
C-510 SITE RESTORATION PLAN
C-520 SITE PLANTING PLAN
C-530 PLANTING DETAILS AND NOTES
C-610 SITE LIGHTING PLAN
C-620 SITE LIGHTING CATALOGUE PAGES
SITE SUMMARY
ZONING:GB - GENERAL BUSINESS DISTRICT
SITE/LOT AREA:165,766 SQ. FT / 3.80 AC
IMPERVIOUS AREA:86,950 SQ. FT / 2.00 AC 52.45%
GREENSPACE
PROVIDED:78,816 SQ. FT / 1.80 AC 47.55%
PARKING REQUIREMENTS (PER CITY CODE)
TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED
RETAIL 1 / 200 SF 97 97
TOTAL:97 97
SETBACKS
PARKING BUILDING
NORTH (FRONT YARD)15'-0"40'-0"
EAST (FRONT YARD)10'-0"30'-0"
SOUTH (SIDE YARD)10'-0"10'-0"
WEST (SIDE YARD)10'-0"10'-0"
PROJECT ADDRESS / LOCATION:
MAIN STREET & OTTER LAKE ROAD
SECTION 24 T31N R22W
LINO LAKES, MN
ANOKA COUNTY
B.M. ELEVATION=921.47'
TOP NUT OF FIRE HYDRANT ON THE
SOUTHWEST CORNER OF MAIN
STREET AND OTTER LAKE ROAD
CONSTRUCTION STAKING
OWNER TO PROVIDE 10 TRIPS TO THE CONSTRUCTION SITE FOR STAKING PURPOSES.
STAKING SHALL INCLUDE ANY COMBINATION OF THE FOLLOWING: GRIDLINES WITH OFFSETS,
ROUGH GRADE STAKING, UTILITIES, CURB & GUTTER, LIGHT POLES, SIGNS, SIDEWALK. ANY
ADDITIONAL SURVEY WORK NEEDED OR REQUIRED SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO EMPLOY AND PAY ISG, INC. CONTACT RYAN ANDERSON WITH ISG, INC. AT
(952) 426-0699 FOR PRICING INFORMATION.
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
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2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-020
C-020 SITE DETAILS
300 29782 C-020
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-021
C-021 SITE DETAILS
300 29782 C-021
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
SANITARY SEWER PIPE
GRANULAR BEDDING
COMPACTED
BACKFILL
OD + 24" MAX
12
"
OD
6"
NOTES:
1.GRANULAR BEDDING AND ENCASEMENT FOR SANITARY SEWER PIPES SHALL BE
INCIDENTAL TO CONSTRUCTION
PIPE BEDDING
SANITARY SEWER
NTS
WATERMAIN PIPE
GRANULAR BEDDING
COMPACTED
BACKFILL
12
"
OD
6"
OD+24" MAX
NOTE:
1.GRANULAR BEDDING AND ENCASEMENT FOR WATERMAIN PIPES SHALL BE
INCIDENTAL TO CONSTRUCTION
PIPE BEDDING
WATERMAIN
NTS
1
1
/
2
"
SAND SUBBASE
AGGREGATE BASE
MnDOT CLASS 5
BITUMINOUS COURSE
MnDOT SPEC 2360, TYPE SPNWB330C
BITUMINOUS COURSE
MnDOT SPEC 2360, TYPE SPWEA340C
LIGHT DUTY
BITUMINOUS PAVEMENT
NTS
6"
2"
2"
SAND SUBBASE
AGGREGATE BASE
MnDOT CLASS 5
BITUMINOUS COURSE
MnDOT SPEC 2360, TYPE SPNWB330C
BITUMINOUS COURSE
MnDOT SPEC2360, TYPE SPWEA340C
HEAVY DUTY
ASPHALT PAVEMENT
NTS
8"
2"
TRENCH WIDTH, SEE TABLE
1
1
6" GRANULAR
BEDDING
PIPE OD (DO)
12
"
COMPACTED BACKFILL
0.15 DO
STORM DRAIN PIPE
BACKFILL W/ GRANULAR
MATERIAL OR SELECT
MATERIAL FROM
EXCAVATION TO 6"
ABOVE PIPE
TRENCH WIDTH
PIPE Ø TRENCH WIDTH
36" OR LESS DO + 24"
42" TO 54"1.5 x DO
60" OR OVER DO + 36"
NOTES:
1.GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL
BE INCIDENTAL TO STORM DRAIN CONSTRUCTION
0.6 DO
NON-CONCRETE
STORM DRAIN PIPE BEDDING
NTS
SUBSURFACE EDGE
DRAIN BEHIND CURB
NTS
CONCRETE CURB AND GUTTER
(SEE PLAN FOR TYPE)
12"
2"
12"
PERFORATED DRAIN TILE
(SEE PLAN FOR SIZING)
COARSE AGGREGATE
FILTER
CLASS 5 AGGREGATE
BASE
SEE PLAN FOR
SURFACE TYPE
VA
R
I
E
S
A
A
B
B
SECTION A-A
SECTION B-B
BACKFILL W/ POROUS AGGREGATE
AGGREGATE BASE
BITUMINOUS PAVEMENT
PLUG PER MANUFACTURER (TYP)
AGGREGATE BASE
BITUMINOUS PAVEMENT
TOP OF SUBGRADE
PLUG PER MANUFACTURER (TYP)
PLAN
10
'
M
I
N
.
3' (TYP)
10' MIN (TYP)
MIN SLOPE = 0.50%
3'
(
T
Y
P
)
6"
CATCH BASIN BLEEDER DRAIN
NTS
MnDOT GEOTEXTILE FABRIC TYPE 1,
SEE MnDOT SPEC 3733
CATCH BASIN
(REFER TO PLAN FOR TYPE)
CATCH BASIN
(REFER TO PLAN FOR TYPE)
4" PERFORATED SUBDRAIN
4" PERFORATED SUBDRAIN
24
"
NOTE:
1.WE RECOMMEND INSTALLING PERFORATED DRAINPIPES THROUGHOUT
THE PAVEMENT AREAS AT LOW POINTS, AROUND CATCH BASINS, AND
BEHIND CURB IN LANDSCAPED AREAS. WE ALSO RECOMEND INSTALLING
DRAINPIPES ALONG PAVEMENT AND EXTERIOR SLAB EDGES WHERE
EXTERIOR GRADES PROMOTE DRAINAGE TOWARD THOSE EDGE AREAS.
THE CONTRACTOR SHOULD PLACE DRAINPIPES AT THE BASE OF THE
GRANULAR SUBBASE LAYER OR BELOW THE AGGREGATE BASE MATERIAL
WHERE NO SUBBASE IS PRESENT.
18
"
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
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Designed By:
Reviewed By:
MANAGING LOCATION:
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-022
C-022 SITE DETAILS
300 29782 C-022
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
6" THICK CONCRETE SLAB W/ EPOXY
COATED #5'S 18" O.C.E.W. (MIN. 4000 PSI)
6" AGGREGATE BASE
12" GRANULAR BASE
24"
COMPACTED SUBGRADE
4" PERFORATED HDPE SUBDRAIN, NO SOCK (SEE PLAN
FOR LOCATIONS)
MIN. 2" FINE FILTER AGGREGATE AROUND
SUBDRAIN, AGGREGATE WRAPPED IN
FILTER FABRIC (MIRIFI 140N OR EQUAL)
LOADING DOCK PAVEMENT SECTION
NTS
PAVEMENT SECTION
(SEE DETAIL)
CONCRETE (MIN 4500 PSI)
THICKENED EDGE AT
FRONT CONCRETE LOADING DOCK
NTS
2'
-
0
"
1'-0"
2 - #5's CONT.
LOADING DOCK
PAVEMENT SECTION
(SEE DETAIL)
REBAR PER LOADING DOCK
PAVEMENT SECTION (SEE
DETAIL)
1'-6"
BACK OF CURB
CONCRETE CURB AND GUTTER
SEE DETAIL AND PLAN FOR TYPE
CURB TAPER
NTS
GUTTER LINE
SEE
P
L
A
N
NOTE:
CONCRETE SHALL HAVE A NON-SLIP
BROOM FINISH
VARIES (SEE PLAN)
.02'/FT
8"
20
"
5" THICK CONC. WALK
(MIN. 4000 PSI)
SEE PLANS FOR SECTION
ADJACENT TO WALK
TURNED DOWN CONCRETE WALK, TYP.
1/2" EXPANSION JOINT FILLER
ELEVATIONS DIFFERENCE VARIES
FROM FLUSH TO 6" (SEE SPOT
ELEVATION PLAN)
AGGREGATE BASE AS
CURB FOUNDATION
12" GRANULAR BASE
1/2" EXPANSION JOINT
BUILDING
TURN DOWN CONCRETE WALK SECTION
NTS
#4 @ 16" ON CENTER
TOOLED EDGE
2-#5 REBAR CONTINUOUS
CONCRETE SLAB (MIN 4500 PSI)
AGGREGATE BASE
4"
6"
COMPACTED SUBGRADE
CONCRETE WALK
NTS
1230.75'1230.75'1230.58'
SLOPE 3% MAX.
(SEE GRADING PLAN)
3'x2' PRE-CAST CATCH BASIN
UNDISTURBED EARTH OR ENGINEERED BACKFILL
LOADING DOCK
PAVEMENT SECTION
(SEE DETAIL)
HEAVY DUTY GRATE AND FRAME - NEENAH R-1878-B7G
SEAL WITH WATERSTOP
FOUNDATION WALL & FOOTING
(SEE ARCHITECTURAL DRAWINGS)
PROPOSED BUILDING FINISHED FLOOR
ELEVATION=1235.00'
INVERT=1228.58'
2'2'
2'
6"
6"
P-7: 8" PVC
4" DIA. PERFORATED PIPE SUBDRAIN, MIN. 1% SLOPE
LOADING DOCK CATCH BASIN ST-2A DETAIL
NTS
HORIZONTAL LINE
MATCH CONCRETE CURB AND GUTTER
SECTION TO MATCH CONCRETE
CURB, SEE PLAN FOR LOCATION
AND CURB TYPE
SLOPE TO DRAIN
2.0% (TYP)
REVERSE PITCH
CONCRETE CURB AND GUTTER
NTS
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-023
C-023 SITE DETAILS
300 29782 C-023
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
SIGN POST W/BOLLARD DETAIL
NTS
#6 - 14" LONG REBAR
EACH WAY THROUGH PIPE
4000 P.S.I. P.C.
CONCRETE
GROUND/PAVING
SURFACE
SLOPE TOP OF CONCRETE
PIPE BOLLARDS USE 6"
SCHEDULE 40 STEEL PIPE WITH TOP
ROUNDED FILLED W/ CONCRETE
AND PAINTED TRAFFIC YELLOW
PROVIDE SIGNAGE AS NOTED
ON PLANS/SCHEDULE
0"
(N
.
T
.
S
.
)
SE
E
S
I
G
N
S
C
H
E
D
U
L
E
F
O
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M
O
U
N
T
I
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G
H
E
I
G
H
T
3'
-
0
"
3'
-
8
"
3"9"9"
ALDI BLUE CUSTOM COLOR:
CCE COLORANT OZ 32 64 128
L1-BLUE - 63 1 1
R3-MAGENTA - 5 - 1
Y3-DEEP GOLD - 1 1 -
-ARIAL BOLD FONT SHALL BE USED FOR NUMBERS AND LETTERS
-PAINT SHALL BE SEALMASTERS 'COLOR PAVE' OR 'LIQUID THERMOPLASTIC' TRAFFIC MARKING PAINT OR AS
APPROVED BY ALDI CM. CONTACT ROCHESTER JET-BLACK, GARY ROSBROOK, 585-441-4125 FOR ORDERING.
-a.COLOR PAVE SHALL BE USED FOR NEW PAVEMENT
-b.LIQUID THERMOPLASTIC SHALL BE USED FOR OLDER PAVEMENT THAT HAS BEEN SEALED WITH A COAL TAR
SEALER.
-SURFACE PREPARATION SHALL COMPLY WITH MANUFACTURERS REQUIREMENTS.
-SIGNS, NUMBERS AND WORDING TO BE PLACED CENTERED
CURBSIDECURBSIDECURBSIDE
CURBSIDE PARKING DETAIL
NTS
CONCRETE BOLLARD WITH RESERVED
CURBSIDE PARKING SIGNS (TYP)
STRIPE PARKING
SPACES TO MATCH
STANDARD PARKING
SPACES
12" LETTERS (TYP)
24" STRIP TO BE
PAINTED "ALDI BLUE"
WITH WHITE LETTERS
DRIVE AISLE (TYP)
PARKING
STALL DEPTH (TYP)
PARKING
STALL WIDTH (TYP)
STORE ENTRANCE NO PARKING STRIPING DETAIL
NTS
3 3/4"3 3/4"
6
1
/
4
"
.3
1
'
1'-2 1/2"6"1'-4"2'-4 1/2"1'-1 1/2"6"1'-3"6"1'-2 1/4"6"1'-3 1/2"
5 3/4"
3 3/4"
5 3/4"
1'-2 1/2"
5 7/8"
1'-4 3/8"
3 3/4"
3
1
/
4
"
1'
-
9
"
T
Y
P
I
C
A
L
3
1
/
2
"
1'
-
1
1
/
2
"
3 1/2"
5 1/2"4"
3 3/4"
4
1
/
2
"
3
1
/
2
"
3 3/4"
3
1
/
2
"
6 3/4"
1'-2"
11
1
/
8
"
1 3/4"
8
1
/
2
"
5 1/2"4 1/2"
3 3/4"3 3/4"
6
1
/
4
"
6
1
/
4
"
3 3/4"
3
1
/
4
"
3
3
/
4
"
7 1/2"
3
3
/
4
"
1'-4 1/2"
3
3
/
8
"
8
3
/
4
"
2
1
/
2
"
2"
3'
-
2
"
3 3/4"
EDGE OF CONCRETE WALK
STORE ENTRANCE STRIPING
(ALWAYS YELLOW)
TOP PAVEMENT
TOP CONCRETE WALK
TURN DOWN
CONCRETE WALK
BUILDING LINE
TURN DOWN WALK W/
PAVEMENT TRANSITION
PARKING SURFACE
ACCESSIBLE PARKING SIGN
NTS
NOTES:
ACCESSIBLE PARKING STALL SIGN TO BE MOUNTED AT THE HEIGHT
SHOWN. SIGN SHALL COMPLY WITH MINNESOTA STATUTES,
SECTION 169.346, SUBDIVISION 2, PARAGRAPH (a). SIGN TO BE
CENTERED ON PARKING STALL
60
"
M
I
N
66
"
M
A
X
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
BLUE SIGN
WHITE LETTERING
WHITE PERIMETER TRIM
WHITE ACCESSIBLE SYMBOL
VAN
ACCESSIBLE
12"
18
"
6"
MN MUTCD R7-8m
MN MUTCD R7-8bP
(TYP)
2'
(TYP)
4" WHITE PARKING
STRIPING
(TYP)
ACCESSIBLE PARKING
STRIPING SYMBOL
(TYP)
4" DIAGONAL WHITE
PARKING STRIPING
(TYP)
CONCRETE WALK1'
(T
Y
P
)
ACCESSIBLE PARKING AREA
NTS
9'9'
18
'
CONCRETE BOLLARD WITH
ACCESSIBLE PARKING SIGN
(TYP)
1'
(T
Y
P
)
ACCESSIBLE SIGN
POST W/BOLLARD
NTS
ACCESSIBLE PARKING SIGN WHICH
MEETS A.D.A. & STATE OF
REQUIREMENTS.
2" Ø GALVANIZED STEEL POST
CONCRETE FILLED
6" SCH 40 STEEL PIPE, CONCRETE
FILLED WITH ROUNDED TOP,
PAINTED TRAFFIC YELLOW
24" Ø x 4'-0" DEEP CONC. PLUG
12" CONCRETE BASE
3'
-
0
"
66
"
36
"
12
"
24"
GRADE
VAN ACCESSIBLE SIGN WHERE
REQUIRED
60
"
ROUNDED CONCRETE TOP
MINNESOTA
TURN DOWN WALK TRANSITION
NTS
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
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I
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:
S:
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-024
C-024 SITE DETAILS
300 29782 C-024
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
R8-3a
NO PARKING SIGN
(12"x18")
PARKING SURFACE
60
"
M
I
N
66
"
M
A
X
NO PARKING SIGN
NTS
NO
PARKING
RIPRAP OVERFLOW
NTS
3'
1'
TOP OF POND=
EMERGENCY OVERFLOW=
20'
5'
TOP OF POND=
EMERGENCY OVERFLOW=
100 YR H.W.L.=
10'
1.
5
'
1.
5
'
3'
1'
1'
RIPRAP
GEOTEXTILE FABRIC
RIPRAP
GEOTEXTILE FABRIC
10'
FLOW
4'
ISOMETRIC VIEW
OVERFLOW SECTION A-A
OVERFLOW SECTION B-B
RIPRAP
EMERGENCY OVERFLOW
TOP OF POND
A
A
B
B
914.00
913.5
913.27
914.00
913.5
' CHAINLINK FENCE
NTS
.
EQUALLY SPACED
(8' MAX SPACING)
GRADE
#9 GAUGE BLACK VINYL
COATED CHAINLINK FABRIC
4'
O
N
A
L
L
P
O
S
T
S
12" Ø
END POSTS: 4500 PSI
CONCRETE FOOTINGS
WITH (6) #4 BAR AND #3
TIES AT 12" OC
SHALL BE NO MORE
THAN 2" CLEARANCE
FROM GROUND TO
BOTTOM RAIL
6"
AIR-DRIVEN LINE POST
ALL TOP AND BOTTOM
RAILS: SIZED PER
FENCE MFR.
TERMINAL POST
STRETCHER BAR
ALL POSTS SIZED
PER FENCE
MANUFACTURER
(
S
E
E
PL
A
N
F
O
R
L
O
C
A
T
I
O
N
)
4
4'
' DOUBLE SWING GATE
NTS
12" Ø
.
SE
E
P
L
A
N
4'
O
N
A
L
L
P
O
S
T
S
' GATE OPENING
GRADE
ALL POSTS: SIZED
PER FENCE MFR.
#9 GAUGE BLACK
VINYL COATED
CHAINLINK FABRIC
GATE LATCH LOCKING
MECHANISM OPTIONS TO BE
PREPARED BY CONTRACTOR
FOR REVIEW AND SELECTION
BY OWNER
SHALL BE NO MORE
THAN 2" CLEARANCE
FROM GROUND TO
BOTTOM RAIL
TIE WIRES AT 12"
CENTERS (TYP)
LOCKABLE DROP
ROD AND
RECEPTACLE, PER
MFR GUIDELINES
END POSTS: 4500 PSI
CONCRETE FOOTINGS
WITH (6) #4 BAR AND #3
TIES AT 12" OC
6"
MA
T
C
H
A
D
J
A
C
E
N
T
F
E
N
C
E
12" Ø
6"
NOTE:
1.VERIFY GATE OPENING WIDTH
REQUIREMENT WITH MANUFACTURER
4
4
SECTION A-A
'A'
PLAN
*ACTUAL PIPE ORIENTATION
SHOWN ON PLAN
INLET PIPE
INLET FROM BASIN
OUTLET PIPE
24" OUTLET
PIPE
'A'
TOP RIM =
60"Ø
SECTION B-B
TOP OF WEIR WALL =
STRUCTURE BOTTOM =
913.30
912.50
910.10
SKIMMER FRAME & GRATE
3" X 6" ORIFICE INVERT =
'B'
9" X 6" ORIFICE INVERT = 911.75
910.25
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-025
C-025 SITE DETAILS
300 29782 C-025
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
COMPACTED NON-FROST-SUSCEPTIBLE
GRANULAR LEVELING PAD, OR UNREINFORCED
CONCRETE LEVELING PAD
OPTIONAL DRAINAGE SWALE, REQUIRED
WHERE SLOPE IS GREATER THAN 10%
12
"
(
M
I
N
)
COMPACTED
ENGINEERED FILL
VA
R
I
E
S
(
R
E
F
E
R
T
O
G
R
A
D
I
N
G
P
L
A
N
)
MODULAR CMU BLOCK RETAINING WALL, INSTALL PER
MANUFACTURER'S RECOMMENDATIONS (SEE SPEC)
CAP BLOCK WITH CONTINUOUS ADHESIVE
PER MANUFACTURER'S RECOMMENDATIONS
REFER TO GRADING PLAN FOR TOP AND
BOTTOM OF RETAINING WALL ELEVATIONS.
SLOPE VARIES
TOPSOIL OR PAVING
12" MINIMUM COVER OVER
GEOTEXTILE FILTER FABRIC
FILTER FABRIC
"GEOGRID" REINFORCING AS DIRECTED BY
BLOCK MANUFACTURER'S RECOMMENDATIONS,
FINAL DESIGN BY QUALIFIED ENGINEER
COMPACTED NON-FROST-SUSCEPTIBLE
GRANULAR BACKFILL
EXISTING SOIL
EXISTING SOIL
6"
(
M
I
N
)
COMPACTED
ENGINEERED FILL
F&I: 48" TALL BLACK VINYL COATED CHAINLINK
(COORDINATE WITH OWNER)
CONSTRUCTION NOTES:
A. SPECIFICATIONS
1. SEGMENTAL RETAINING WALL UNITS SHALL BE FURNISHED AND CONSTRUCTED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS AND MANUFACTURER'S
RECOMMENDATIONS.
a. MODULAR CONCRETE UNITS SHALL MEET THE REQUIREMENTS OF ASTM C1372, ASTM C90, ASTM C145, WITH 28-DAY STRENGTH OF 3,000 PSI AND LESS THAN 8%
MOISTURE ABSORPTION.
b. LEVELING PAD AGGREGATE BASE SHALL BE CRUSHED STONE OR CONCRETE, OR GRANULAR FILL WITH A GRADATION OF 100% PASSING 1 INCH, 35%-70% PASSING #4,
10%-35% PASSING #40, AND 3%-10% PASSING #200.
c. NON-FROST-SUSCEPTIBLE GRANULAR BACKFILL SHALL BE CRUSHED STONE OR CONCRETE, OR GRANULAR FILL WITH A GRADATION OF 100% PASSING 1 INCH,
75%-100% PASSING 3/4", <60% PASSING #4, <35% PASSING #40, AND <5% PASSING #200.
d. ENGINEERED FILL SHALL BE SOILS WITH A PLASTICITY INDEX LESS THAN 6 PER ASTM D4318; UNSUITABLE SOILS INCLUDE ORGANIC AND
UNIFIED SOIL CLASSIFICATION SYSTEM GROUPS OF SC, CL, ML, CH, OH, MH, OL, OR PT.
2. CONCRETE SHALL BE NORMAL WEIGHT, UNO, AND MEET THE FOLLOWING CRITERIA.
a. f'c = 3,000 psi
b. 6% +/- 1.5% AIR ENTRAINMENT
c. 0.55 MAXIMUM WATER-TO-CEMENT RATIO
d. CEMENT SHALL CONFORM TO ASTM C150, TYPE I/II
e. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED ACCORDANCE WITH ASTM C94.
3. FOUNDATION NET ALLOWABLE SOIL BEARING PRESSURE IS 1,500 PSF (PRESUMED), AND SHALL BE VERIFIED IN FIELD BY GEOTECHNICAL ENGINEER.
a. THE DESIGN FROST PENETRATION DEPTH FOR UNHEATED STRUCTURES IS 60 INCHES; PROTECT FOUNDATION EXCAVATIONS FROM FROST; DO NOT PLACE CONCRETE
ON FROZEN GROUND.
b. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL, STANDING WATER, AND SHALL BE INSPECTED BEFORE THE PLACEMENT OF ANY CONCRETE.
B. SUBMITTALS:
1. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN
THE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER.
2. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR PROPRIETARY MATERIAL AND ITEMS, INCLUDING FORMING ACCESSORIES, ADMIXTURES, PATCHING COMPOUNDS,
SEALANTS, WATERSTOPS, JOINT SYSTEMS, CURING COMPOUNDS, AND OTHERS IN AND FOR CONSTRUCTION.
3. THE FABRICATOR SHALL CLEARLY HIGHLIGHT/CLOUD ANY CHANGES MADE IN THE SHOP DRAWINGS WHICH DO NOT COMPLY WITH DESIGN DRAWINGS, ANY CHANGES MUST
BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION.
4. CONTRACTOR TO SUBMIT THE FOLLOWING DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OF SIGN.
a. CONCRETE MIX DESIGNS
b. MODULAR CONCRETE RETAINING WALL
c. ADDITIONAL SHOP DRAWINGS REQUESTED IN THE SPECIFICATIONS.
5. A COPY OF ALL SHOP DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES.
C. QUALITY CONTROL AND QUALITY ASSURANCE:
1. COORDINATE FOR ENGINEER OR OWNER'S INDEPENDENT TESTING AGENCY TO INSPECT AND APPROVE REINFORCING STEEL AND EMBEDS PRIOR TO ORDERING CONCRETE.
2. COORDINATE FOR OWNER'S INDEPENDENT TESTING AGENCY TO BE ON SITE AND PERFORM CONTINUOUS INSPECTION WHILE CONCRETE PLACEMENT IS OCCURING.
PROVIDE NOTICE NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE PLACEMENT.
3. COORDINATE WITH OWNER'S INDEPENDENT TESTING AGENCY TO SAMPLE CONCRETE AT TIME OF PLACEMENT IN ORDER TO PERFORM SLUMP, AIR, TEMPERATURE AND
CASTING OF CYLINDERS.
4. THE SPECIAL INSPECTOR SHALL DETERMINE COMPLIANCE WITH THE SOIL REPORT FOR SITE PREPARATION, FILL PLACEMENT AND DENSITY TESTS.
5. ANY AND ALL WORK PERFORMED WITHOUT PROPER INSPECTION AND TESTING AS OUTLINED IN THIS SPECIFICATION WILL BE CONSIDERED UNAUTHORIZED WORK.
ANY CORRECTIVE MEASURES REQUIRED OF THE UNAUTHORIZED WORK WILL BE AT CONTRACTORS OWN EXPENSE
REMOVE IF NOT REQUIRED
4" DIA. PERFORATED PVC SUBDRAIN WITH
GEOTEXTILE FILTER WRAP
MODULAR BLOCK RETAINING WALL
NTS
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE DETAILS
C-026
C-026 SITE DETAILS
300 29782 C-026
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
9'
-
6
"
7'-11 1/8"
40
'
-
0
"
6'
-
6
"
'A''A'
N.T.S.
ALDI, INC. PYLON SIGN DETAIL
SEE DETAIL 'B'
N.T.S.
DETAIL 'B'
6"
(
T
Y
P
.
)
2'-6"ø REINFORCED CONCRETE PIER
'A'-'A'
10" Ø STD. PIPE COLUMN
(12) 5/8"Ø x 16" LONG (F1554 GRADE 36),
HDG
(1) 1-1/2"x20"x20" PLATE
1 3/4" TYP.
(8) #6 BARS VERTICAL EQUALLY SPACED
WITH 3" CONCRETE COVER
#4 TIES @ 12" O.C. Typ. with Top 32"
with #4 Ties @4" O.C.
1
1
/
2
"
U
N
G
R
O
U
T
E
D
2'
-
8
"
(
4
"
S
P
A
C
I
N
G
)
HARDENED HEX NUT
3/8"x3"x3" PLATE WASHER
3/8" CONTINUOUS FILLET WELD
5/8" Ø ANCHOR BOLT ASSEMBLY 36" LONG
(F1554 GRADE 36), HDG
3/8"x2"x2" PLATE WASHERS
TOP & BOTTOM WITH
LEVELING NUT & HARDENED WASHERS
10"Ø STD. PIPE COLUMN
(1) 1-1/2"x20"x20" PLATE
CONCRETE PIER
(MINIMUM 4000 P.S.I.)
F&I: ELECTRIC CONDUIT FOR
9'x8' ILLUMINATED PYLON SIGN
(COORDINATE W/SITE
ELECTRICAL PLAN)
F&I: ELECTRIC CONDUIT FOR 9'x8' ILLUMINATED PYLON
SIGN (COORDINATE W/SITE ELECTRICAL PLAN)
10
'
-
0
"
38" Ø REINFORCED CONCRETE
PIER
38"
7'
-
4
"
8' ILLUMINATED PYLON SIGN
2" GAP MAX
CONSTRUCTION NOTES:
A. SPECIFICATIONS
1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE "STEEL CONSTRUCTION MANUAL", 14TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION, UNO.
2. STEEL MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS, UNO.
a. HSS RECTANGULAR, ASTM A500 GRADE B, Fy = 46 ksi
b. HSS ROUND, ASTM A500 GRADE B, Fy = 42 ksi
c. PIPE, ASTM A53 GRADE B, Fy = 35 ksi
d. PLATES AND BARS, ASTM A36, Fy = 36 ksi
3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 (LATEST EDITION) "STRUCTURAL WELDING CODE".
4. CONCRETE SHALL BE NORMAL WEIGHT, UNO, AND MEET THE FOLLOWING CRITERIA.
a. f'c = 4,000 psi
b. 6% +/- 1.5% AIR ENTRAINMENT
c. 0.55 MAXIMUM WATER-TO-CEMENT RATIO
d. CEMENT SHALL CONFORM TO ASTM C150, TYPE I/II
e. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED ACCORDANCE WITH ASTM C94.
f. CONCRETE SHALL BE CAST INPLACE AGAINST UNDISTURBED SOIL. A SONO-TUBE FORM SHOULD ONLY BE USED FOR THE TOP 12" OF THE FOOTING. CONCRETE FORM-WORK SHALL CONFORM TO
ALL REQUIREMENTS OF ACE 301 (LATEST EDITION) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE DRAWINGS.
5. ALL ANCHOR RODS SHALL BE SUPPLIED AND INSTALLED BY THE CONCRETE CONTRACTOR, UNO, AND MEET THE FOLLOWING SPECIFICATIONS.
a. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36, HEX-HEAD, NUTS SHALL BE ASTM A563, GRADE A, HEAVY-HEX, HARDENED WASHERS SHALL BE ASTM 436, OVER-SIZED PLATE WASHERS
SHALL BE ASTM A36, AND ALL HOT-DIPPED GALVANIZED.
b. ALL ANCHOR RODS SHALL BE SET WITH TEMPLATES.
6. DEFORMED BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60, UNO, AND MEET THE FOLLOWING CRITERIA.
a. DEVELOPMENT LENGTH OF STRAIGHT BARS SHALL BE 48 TIMES THE DIAMATER OF THE BAR.
b. MINIMUM CLEAR CONCRETE COVER SHALL BE 3 INCHES.
c. ALL REINFORCING STEEL, ANCHOR RODS, DOWELS, AND INSERTS SHALL BE SECURED IN POSITION WITH WIRE POSITIONERS, OR EQUIVALENT, BEFORE PLACING CONCRETE.
7. PYLON POLES ARE TO BE PAINTED "SHERWIN WILLIAMS SW - 7019 GAUNTLET GRAY". FOLLOW MANUFACTURER'S SPEC FOR PAINTING.
B. SUBMITTALS:
1. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE SHOP DRAWINGS PRIOR TO
SUBMITTAL TO THE ENGINEER.
2. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR PROPRIETARY MATERIAL AND ITEMS, INCLUDING FORMING ACCESSORIES, ADMIXTURES, PATCHING COMPOUNDS, SEALANTS, WATERSTOPS,
JOINT SYSTEMS, CURING COMPOUNDS, AND OTHERS IN AND FOR CONSTRUCTION.
3. THE FABRICATOR SHALL CLEARLY HIGHLIGHT/CLOUD ANY CHANGES MADE IN THE SHOP DRAWINGS WHICH DO NOT COMPLY WITH DESIGN DRAWINGS, ANY CHANGES MUST BE APPROVED BY THE
ENGINEER PRIOR TO FABRICATION.
4. CONTRACTOR TO SUBMIT THE FOLLOWING DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OF SIGN.
a. CONCRETE REINFORCING STEEL
b. ANCHOR RODS
c. CONCRETE MIX DESIGNS
d. STRUCTURAL STEEL
e. ADDITIONAL SHOP DRAWINGS REQUESTED IN THE SPECIFICATIONS.
5. A COPY OF ALL SHOP DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES.
C. QUALITY CONTROL AND QUALITY ASSURANCE:
1. COORDINATE FOR ENGINEER OR OWNER'S INDEPENDENT TESTING AGENCY TO INSPECT AND APPROVE REINFORCING STEEL AND EMBEDS PRIOR TO ORDERING CONCRETE.
2. COORDINATE FOR OWNER'S INDEPENDENT TESTING AGENCY TO BE ON SITE AND PERFORM CONTINUOUS INSPECTION WHILE CONCRETE PLACEMENT IS OCCURING. PROVIDE NOTICE NO LESS THAN 48
HOURS IN ADVANCE OF CONCRETE PLACEMENT.
3. COORDINATE WITH OWNER'S INDEPENDENT TESTING AGENCY TO SAMPLE CONCRETE AT TIME OF PLACEMENT IN ORDER TO PERFORM SLUMP, AIR, TEMPERATURE AND CASTING OF CYLINDERS.
4. ANY AND ALL WORK PERFORMED WITHOUT PROPER INSPECTION AND TESTING AS OUTLINED IN THIS SPECIFICATION WILL BE CONSIDERED UNAUTHORIZED WORK. ANY CORRECTIVE MEASURES
REQUIRED OF THE UNAUTHORIZED WORK WILL BE AT CONTRACTORS OWN EXPENSE.
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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:
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
PYLON SIGN DETAIL
C-027
C-027 PYLON SIGN DETAIL
300 29782 C-027
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
SIGNAGE DATA
BUILDING SIGNAGE SITE SIGNAGE
MAXIMUM SIGN AREA 100 SF OR 10% OF
BUILDING FACADE
2 SF PER
FRONTAGE FOOT
200 SF MAX
MAXIMUM HEIGHT SHALL NOT EXTEND
ABOVE PARAPET WALL 40'
SIGNS ALLOWED 1 1
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
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I
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N
:
S:
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P
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SWPPP NOTES
C-110
C-110 SWPPP NOTES
300 29782 C-110
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
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Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
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A
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M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SWPPP NOTES
C-111
C-111 SWPPP NOTES
300 29782 C-111
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
' PARKING SETBACK10
' BUILDING SETBACK10
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
15
'
B
U
I
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30
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10
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D
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B
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10
' BUILDING SETBACK40
' PARKING SETBACK15
' BUILDING SETBACK40
' PARKING SETBACK15
' P
A
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I
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T
B
A
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10 ' B
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10
X
X
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X
X
X
X
X
X
X
X
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X
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X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
>
>
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FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
FBO FBO
FB
O
FB
O
FB
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FB
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S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
Wetland by others
Wet
l
a
n
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b
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Wetland by others
BENCHMARK HYDRANT
TNFH = 921.47
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
915
920
9
1
1
91
2
913
91
4
916
917
918
919
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911
912
913914
916
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915
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917
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919921
9
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918
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WET
WE
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9
1
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917
917
91
8
918
918
918
9
1
9
919
91
9
919
919
915
916
917
918
9
1
7
91
7
9
1
8
918
91791
7
91
6
91
5
91
5
91
6
91
7
91
8
91
8
918
PC
PC
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PC PC PC PC PC PC PC PC
PC
PC
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PC
PC
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910
911
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912
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913
913 914
905906907908
905
910
906
907
908
909
91
1
912
91
2
91
3
91
3
9
1
0
912
918
919
91
5
912
913
914
91
0
91
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1
91
2
91
3
91
4
91
6
91
7
914
91
6
9
1
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P
C
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PC
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P
C
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917
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9159169179189189
1
3
9
1
5
9
1
7
916 916
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
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Designed By:
Reviewed By:
MANAGING LOCATION:
DW
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE EROSION
CONTROL PLAN
C-120
C-120 SITE EROSION CONTROL PLAN
300 29782 C-120
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
EROSION CONTROL QUANTITIES
DESCRIPTION UNITS QUANTITY
EROSION CONTROL BLANKET, CATEGORY 20 SY 1472
PROPOSED STORM DRAIN INLET PROTECTION EACH 11
STABILIZED CONSTRUCTION EXIT EACH 2
PERIMETER CONTROL LF 2330
CONCRETE WASHOUT AREA EACH 1
QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE
CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES
REQUIRED.
PROTECT EXISTING
WETLAND (TYP)
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
RANDOM RIPRAP, CLASS __
PERIMETER CONTROL
STORM DRAIN INLET PROTECTION
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY __
CONCRETE WASHOUT AREA
EXISTING DRAINAGE ARROW
PROPOSED DRAINAGE ARROW
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG.
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH
COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS
SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY
INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY.
PC
101
100
101
100
PROTECT EXISTING
WETLAND (TYP)
2'1'
M
I
N
3'
D
E
E
P
10'NATIVE
MATERIAL
5'x10'x3' CONCRETE
WASHOUT AREA
MINIMUM 10-MIL THICK
PLASTIC SHEETING OR
APPROVED EQUAL 1' DEEP
IMPERVIOUS CLAY LINER
OR OTHER SUITABLE
ZERO FILTRATING SOIL.
(HYDRAULIC SOIL
GROUP D)
CONCRETE WASHOUT
NTS
NOTES:
1.CONCRETE WASHOUT LOCATION SHALL BE APPROVED BY ENGINEER.
2.SIZE OF EXCAVATION AND COMPACTED TRAP MUST BE COMMENSURATE WITH
WASHOUT REQUIREMENTS FOR DAILY CONSTRUCTION ACTIVITIES.
3.CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.
4.CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND
75% CAPACITY.
5.WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN
DITCHES OR BODIES OF WATER.
6.CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS
AND OVER TOPPING.
7.WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
PLASTIC SHEETING EDGE SHALL BE BURIED
OR HELD IN PLACE WITH SUITABLE MATERIAL
(SAND, SAND BAGS, ROCK, METAL, WOOD
LOGS, ETC.)
4
1
1
4
A
B
A
B
L
DI
A
2'
11
4
DIMENSIONS
PIPE Ø
(INCHES)
L
(FEET)
PIPE Ø
(INCHES)
L
(FEET)
12 8 27 12
15 8 30 14
18 10 36 16
21 10 42 18
24 12 48 20
KEY NOTES:
FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'
GEOTEXTILE FILTER, MnDOT SPEC. 3733, SHALL COVER THE BOTTOM AND SIDES OF THE AREA
EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS
DIMENSIONS "W" & "A" ARE GIVEN ON MnDOT STANDARD PLATES 3122 AND 3123.
GRANULAR FILTER, MnDOT SPEC. 3601, MAY BE USED AS A CUSHION LAYER. PLACE FILTER PER SPEC.
2511. THE CUSHION LAYER IS INCIDENTAL
GRANULAR FILTER OR RIPRAP, SPEC. 3601, TO EXTEND UNDER THE ENTIRE OPEN PORTION OF PIPE
APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP,
INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE
APRON TO AID IN GRADING FOR APRON PLACEMENT. CRUSHED ROCK IS INCIDENTAL.
1
2
3
4
51'1'
GEOTEXTILE
FILTER
2SECTION A-A SECTION B-B
GRANULAR CUSHION
RIPRAP
GRANULAR FILTER
5
2'
W
A
3
3
2'
MI
N
2'
MI
N
RIPRAP AT CSP OUTLET
NTS
NOTES:
1.REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WILL BE DESIGNATED IN THE
PLANS.
2.PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN
STAPLE DETAIL
TERMINAL ENDBLANKET SIDE EDGE
BLANKET ROLL END OVERLAP
BLANKET SIDE OVERLAP
ANCHOR TRENCH
STAPLES
STAPLE
EVERY 12"
FLOW
DIRECTION
12" STAGGERED
1" MIN
6"
-
1
2
"
CENTER OF
WATERWAY
6" MIN
STAPLE
FLOW
DIRECTION
6" MIN
4" STAGGERED1 ROW OF
STAPLES
12" O.C.
6"
TAMP SOIL FIRMLY
6"
2 ROWS
OF STAPLES
12" O.C.
STAGGERED
2 ROWS OF STAPLES,
STAGGERED 12" O.C.
ALONG ROW
SEAM
SEAM
RO
W
O
F
ST
A
P
L
E
S
COLUM
N
O
F
STAPL
E
S
4
1
4
5
3
2
2
CENTER OF
WATERWAY
3 4 5
21
EROSION CONTROL BLANKET INSTALLATION
NTS
KEY NOTES:
BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED IN
STAGGERED ROWS ACROSS THE WIDTH.
FOR JOINING ENDS OF ROLLS, OVERLAP END OF UP SLOPE MAT A MINIMUM OF 6" OVER
DOWN SLOPE MAT (SHINGLE STYLE). USE A DOUBLE ROW OF STAGGERED STAPLES 4"
APART.
MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW
(SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS.
THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12".
DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLE ROW
OF STAGGERED STAPLES 12" APART.
1
2
3
4
5
NOTES:
1.INSTALL EROSION CONTROL BLANKET (ECB) OVER WATERWAYS AS SHOWN IN THE
STORM WATER POLLUTION PREVENTION PLAN.
2.THE ECB SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS SECTION 3885.
3.PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING.
4.THE ECB SHALL BE PLACED IN FIRM CONTACT WITH THE SOIL AND NOT BE ALLOWED TO
BRIDGE OVER SURFACE IRREGULARITIES. THE MAT SHALL NOT BE STRETCHED.
5.START LAYING THE MATS BY ROLLING CENTER MAT IN THE DIRECTION OF FLOW,
CENTERED ON THE CENTERLINE OF WATERWAY. THERE SHALL NOT BE AN OVERLAP OF
MATS AT THE CENTER OF THE WATERWAY.
6.THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE
AVAILABLE, INSTALL THE MAT PER DETAIL.
7.STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEE
STAPLE DETAIL FOR DIMENSIONS)
8.STAPLES ARE TO BE PLACED ALTERNATELY IN COLUMNS (IN THE DIRECTION OF THE
WATERWAY) 2' APART AND IN ROWS (ACROSS THE WATERWAY) 3' APART THROUGHOUT
THE AREA COVERED BY THE ECB.
STAPLE
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
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A
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:
S:
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P
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M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SWPPP DETAILS
C-130
C-130 SWPPP DETAILS
300 29782 C-130
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
CULVERT END CONTROL
SEDIMENT CONTROL LOG
NTS
NOTES:
1.SEDIMENT CONTROL LOG CAN BE COMPOST, WOOD CHIP, OR ROCK
2.d = CULVERT SIZE: 12"-36"
2d
2'
VA
R
I
E
S
SEDIMENT CONTROL LOG
FLOW
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
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:
S:
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P
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DR
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D
A
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M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SWPPP DETAILS
C-131
C-131 SWPPP DETAILS
300 29782 C-131
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
T/C=917.48
EX CB
T/C=918.19
EX CB
T/C=917.48
EX CB
T/C=917.74
EX CB
T/C=919.01
EX CB
T/C=918.60
EX CB
I=909.80 (12" RCP) S
I=908.10 (24" RCP) W
I=908.00 (24" RCP) E
G G G G G
G G G G G G G G
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
I I I
SAN SAN
ST
M
ST
M
ST
M
STM STM STM
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
1
8
R=918.34
EX SAN MH
I=896.62 (UNKNOWN" PVC) E
Wetland by others
STM
OH
L
OH
L
OH
L
OH
L
OH
L
UE
UE UE UE
915
920
9
1
1
91
2
913
91
4
916
917
918
919
915
911
912
913
914
916
917
918
919
915
914
916
917
918
919921
9
1
1
911
918
WE
T
W
E
T
WE
T
W
E
T
W
E
T
WE
T
WE
T
WE
T
WET
WET
WET
WE
T
WE
T
WE
T
WET
WET
WET
WETWETWETWETWETWET
WET
WE
T
9
1
1
MAIN STREET
917
91
8
918
918
9
1
9
919
91
9
919
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
9
0
0
0
P
R
O
J
\
2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
L
D
I
-
C
E
N
T
E
R
V
I
L
L
E
M
N
\
2
9
7
8
2
P
R
O
D
U
C
T
I
O
N
F
I
L
E
S
\
2
9
7
8
2
C
I
V
I
L
3
D
\
P
R
O
D
U
C
T
I
O
N
D
W
G
S
\
2
9
7
8
2
C
2
-
E
X
I
S
T
I
N
G
.
D
W
G
S
A
V
E
D
B
Y
:
DR
E
W
.
D
A
U
M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
EXISTING SITE AND
REMOVAL PLAN
C-210
C-210 EXISTING SITE AND REMOVAL PLAN
300 29782 C-210
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
REMOVAL LEGEND
SYMBOL DESCRIPTION
REMOVE BITUMINOUS
PAVEMENT
CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH
SAWCUT AND SECTION REMOVAL.
0
SCALE IN FEET
20 40
EXISTING ROW
18
'
8'
REMOVE
BITUMINOUS PAVEMENT
WETLAND (TYP)
REMOVE CONCRETE CURB AND
GUTTER
PROTECT EXISTING
MANHOLE
PROTECT EXISTING
WATER MAIN VALVE
8'
6'
EXISTING PROPERTY
LINE (TYP)
REMOVE CONCRETE CURB AND
GUTTER
102'
EXISTING BARRICADE TO REMAIN INPLACE DURING CONSTRUCTION
EXISTING ACCESS NOT TO BE USED FOR CONSTRUCTION
ACTIVITIES, DELIVERIES, OR SITE ACCESS
12
4
13
712
12
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
14
14
9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
' PARKING SETBACK10
' BUILDING SETBACK10
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30
' PAR
K
I
N
G
S
E
T
B
A
C
K
10
' BUIL
D
I
N
G
S
E
T
B
A
C
K
10
' BUILDING SETBACK40
' PARKING SETBACK15
' BUILDING SETBACK40
' PARKING SETBACK15
' P
A
R
K
I
N
G
S
E
T
B
A
C
K
10 ' B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
3'
9'
18'
5'18'
5'
5.
2
5
'
37
'
26
.
6
'
24'
24
'
27'
27'
24
'
9'
9'9'
9'9'9'
7.
8
5
'
7.
8
5
'
EM
U
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
Wetland by others
Wet
l
a
n
d
b
y
o
t
h
e
r
s
Wetland by others
W
E
T
WE
T
W
E
T
W
E
T
W
E
T
WE
T
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WETWETWETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
MAIN STREET
(TYP)
(TYP)(T
Y
P
)
9'9'
50.71'(TYP)
FES-1
FES-2
ST-8
ST-8A ST-6
ST-4
EX SAN MH
C0-1
41.42'
6.
1
3
'
20.96'
13
.
3
8
'
(TYP)
ST-1
ST-3
18
'
(T
Y
P
)
FES-3ST-9FES-4
28'
25.5'
20
'
R24.33'
R25.67'
R25'
R80.
6
7
'
R59.
3
3
'
R4
0
'
R
5
0
'
R4
5
'
ST-7
ST-1
ST-2
ST-5
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
9
0
0
0
P
R
O
J
\
2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
L
D
I
-
C
E
N
T
E
R
V
I
L
L
E
M
N
\
2
9
7
8
2
P
R
O
D
U
C
T
I
O
N
F
I
L
E
S
\
2
9
7
8
2
C
I
V
I
L
3
D
\
P
R
O
D
U
C
T
I
O
N
D
W
G
S
\
2
9
7
8
2
C
3
-
S
I
T
E
.
D
W
G
S
A
V
E
D
B
Y
:
DR
E
W
.
D
A
U
M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE PLAN
C-310
C-310 SITE PLAN
300 29782 C-310
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
PROPOSED PROPERTY LINE
HEAVY DUTY BITUMINOUS
PAVEMENT (TYP)
4" WIDE PARKING
STALL STRIPING,
WHITE (TYP)
"CURBSIDE PICKUP"
PARKING SPACES
(SEE DETAIL)
TURN DOWN WALK
(SEE DETAIL)
CART CORRAL
(SEE ARCH)
DOCK OVERHEAD
DOOR (SEE ARCH)
DOCK STAIRS
(SEE ARCH)
TRASH ENCLOSURE
(SEE ARCH)
TRASH BOLLARDS
(SEE ARCH)
TRASH ENCLOSURE GATE
(SEE ARCH)
LOADING DOCK SECTION
(SEE DETAIL)
"CURBSIDE PICKUP" SIGNS AND
POST (TYP OF 3)
(SEE DETAIL)
LIGHT DUTY BITUMINOUS
PAVEMENT (TYP)
4" DIAGONAL NO PARKING STRIPING (TYP)
(2' BETWEEN DIAGONAL STRIPES)
CONCRETE VALLEY
GUTTER (SEE DETAIL)
R4.5
'
R4.5
'
R4.5
'
R4.5
'R4.5
'R4.5
'
NOTES:
1.ALL PARKING LOT STRIPING AND MARKINGS TO BE PLACED AS SHOWN.
2.LOCAL CODE MAY DICTATE STRIPING COLORS, STYLES, OR OTHER
REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET
LOCAL CODE AND ZONING.
3.“NO PARKING” TEXT AND STRIPING SHALL BE PROVIDED IN FRONT OF
THE CANOPY. TEXT AND STRIPING SHALL BE EVENLY SPACED ALONG
EACH SIDE OF THE BUILDING WITH NO MORE THAN 20' BETWEEN SETS
OF LETTERING. REFER TO DETAIL.
4.PARKING LOT STRIPING LINES SHALL BE 4” WIDE WITH MEASUREMENTS
ALWAYS TO THE STRIPES CENTERLINE (YELLOW IN COLOR). INCLUDING
BUT NOT LIMITED TO: NO PARKING TEXT AND STRIPING AT FRONT
CANOPY, ADA SYMBOLS, STRIPED ISLANDS, UNLOADING ZONES, STOP
BAR/TEXT, YIELD, AND PEDESTRIAN CROSSINGS.
PYLON SIGN
(SEE DETAIL)
TRANSFORMER
PAD
DOCK WALL (SEE ARCH)
DOCK BOLLARD (TYP OF 6) (SEE
ARCH)
BUILDING BOLLARDS (TYP OF 7)
(SEE ARCH)
STORE ENTRANCE
(SEE ARCH)
NO PARKING STRIPING (SEE
DETAIL)
ACCESSIBLE PARKING
MARKER (TYP)
R
4
.
5
'
R
4
.
5
'
R
4
.
5
'
R4.5'R4.5'R4.5'
R4'
R
4
'
R4'R
4
'
LIGHT POLE AND BASE (TYP) (SEE
SITE LIGHTING PLAN)
CONCRETE CURB AND GUTTER (TYP)
(SEE DETAIL)
ADA SIGN & BOLLARD
(TYP OF 4) (SEE DETAIL)
STORE ENTRANCE 'NO
PARKING' STRIPING (SEE
DETAIL)
CANOPY (SEE
ARCH)
13.38' TAPER
(TAPER PAVEMENT TO
WALK)
20.96' TAPER
(TAPER PAVEMENT TO
WALK)
REVERSE PITCH CURB (TYP)
(SEE DETAIL)
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
HEAVY DUTY BITUMINOUS
PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
CONCRETE WALK
REVERSE PITCH CONCRETE
CURB AND GUTTER
NOTE:
ALL PARKING LOT STRIPING AND MAKINGS TO BE PLACED AS SHOWN
DOUBLE SWING GATE
(SEE DETAIL)
4' HIGH BLACK VINYL COATED
CHAIN LINK FENCE
(SEE DETAIL)
THICKENED EDGE CONCRETE
(SEE DETAIL)
MODULAR BLOCK RETAINING
WALL (SEE DETAIL)
R
2
0
.
6
7
'
R4.5'
R20
.
6
7
'
R4.5'
R25'
R
7
.
8
3
'
R2
9
.
3
3
'
R
1
'
3' CURB CUT
START MODIFIED S CURB
(SEE DETAIL)
END MODIFIED S CURB
(SEE DETAIL)
12
4
13
712
12
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
14
14
9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
' PARKING SETBACK10
' BUILDING SETBACK10
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30
' PAR
K
I
N
G
S
E
T
B
A
C
K
10
' BUIL
D
I
N
G
S
E
T
B
A
C
K
10
' BUILDING SETBACK40
' PARKING SETBACK15
' BUILDING SETBACK40
' PARKING SETBACK15
' P
A
R
K
I
N
G
S
E
T
B
A
C
K
10 ' B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
S
P
-
2
(
4
"
)
P-8 (24")
P-8A (12")
P-7 (15")
P-
4
(
1
2
"
)
P-4A (6")
P-3
(
1
8
"
)
T/C=917.48
EX CB T/C=918.19
EX CB
EM
EX GGV
U
T/C=917.48
EX CB
T/C=917.74
EX CB
T/C=919.01
EX CB
R=917.82
EX STM MH
T/C=918.60
EX CB
I=909.80 (12" RCP) S
I=908.10 (24" RCP) W
I=908.00 (24" RCP) E
G G G
G G G G G G G G
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
FBO FBO
I I I I I I
I
SAN SAN SAN SAN SAN SAN SAN
ST
M
ST
M
STM STM STM STM STM STM STM STM
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
T/C=917.07
EX CB
T/C=917.10
EX CB
T/C=918.47
EX CB
T/C=918.36
EX CB
T/C=919.39
EX CB
T/C=917.82
EX CB
T/C=917.82
EX CB
R=918.34
EX SAN MH
I=896.62 (UNKNOWN" PVC) E
Wetland by others
Wet
l
a
n
d
b
y
o
t
h
e
r
s
Wetland by others
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
W
E
T
WE
T
W
E
T
W
E
T
W
E
T
WE
T
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WETWETWETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
MAIN STREET
6'' GV & BOX
5''x 7'-6'' HYDRANT
BREAK=918.28
6'
'
W
A
T
E
R
M
A
I
N
FES-1
FES-2
ST-8
ST-8A ST-6
ST-4
EX SAN MH
C0-1
P-2 (15
"
)
P-6 (12
"
)
SP-1 (8")
>
>
G G G G G G G G G G G G
UT UT UT UT UT UT UT UT UT UT UT UT UT
UE UE UE UE UE UE UE UE UE UE UE UE UE
>>>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
I
I
I
I
I
>>>>
>>
>>
>>
>>
>
>>>>>>
IIIII
III
I
I
>>
>>
>>
C0-1
R=918.44
I=909.27 (4'') SP-3
I=909.27 (4'') SP-2
ST-1
R=916.78
I=897.90 (4'') SP-3 (DROP)
I=897.80 (8'') SP-4
I=904.68 (4'') SP-2
I=897.70 (8'') SP-1
EX SAN MH
R=915.78
I=896.72 (8'') SP-1
CANOPY DRAIN CONNECTION
R=915.05
ST-4
T/C=917.33
I=912.43 (6'') P-4A
I=912.33 (12'') P-4
ST-8
R=917.44
I=910.79 (15'') P-7
I=910.79 (12'') P-8A
I=910.69 (24'') P-8
ST-8A
R=914.25
I=911.00 (12'') P-8A
FES-2
I=910.47
ST-2
T/C=915.11
I=911.13 (12'') P-1
I=911.03 (15'') P-2
FES-1
I=910.30
ST-7
R=916.67
I=911.50 (12'') P-6
I=911.40 (15'') P-7
ST-3
T/C=915.56
I=910.81 (15'') P-2
I=910.71 (18'') P-3
ST-1
T/C=916.21
I=911.41 (12'') P-1
ST-6
T/C=917.33
I=911.80 (12'') P-4
I=911.80 (12'') P-5
I=911.70 (12'') P-6
6''x6'' TEE
ST-1
ST-3
BLDG
I=909.33 (4'') SP-3
SP-3 (4")
FES-4
I=910.09
ST-9
R=913.00
I=908.25 (24'') P-9
I=910.15 (24'') P-10
FES-3
R=912.20
I=908.25 (24'') P-9
FES-3ST-9FES-4
P-10 (24")P-9 (24")
SP
-
4
(
8
"
)
8''x6'' TEE
8''x6'' REDUCER
6'' GV & BOX
6'
'
W
A
T
E
R
M
A
I
N
P-1
2
(
1
8
"
)
ST-7
ST-1
P-1 (12")
ST-2
6'' WATERMAIN 8'' WATERMAIN6'' WATERMAIN
P-11 (12")
6''x45° BEND
6''x45° BEND
ST-5
P-5 (12")
ST-5
T/C=918.89
I=912.04 (12'') P-5
SANITARY SEWER PIPE SCHEDULE
PIPE
NO.
SP-1
SP-2
SP-3
SP-4
DRAIN
FROM
ST-1
C0-1
BLDG
CAP
INLET
ELEVATION
897.70
909.27
909.33
898.00
DRAIN
TO
EX SAN MH
ST-1
C0-1
ST-1
OUTLET
ELEVATION
896.72
904.68
909.27
897.80
PIPE
SIZE
8"
4"
4"
8"
MATERIAL
PVC
PVC
PVC
PVC
PIPE
CLASS
SDR-35
SDR-35
SDR-35
SDR-35
PIPE
GRADE
0.62%
5.38%
2.00%
0.50%
PIPE
LENGTH (FT)
158
85
3
40
SANITARY SEWER STRUCTURE SCHEDULE
STRUCTURE
NO.
C0-1
ST-1
STRUCTURE
TYPE
CLEANOUT
MnDOT 4007C
STRUCTURE
SIZE (IN)
4 Ø
48 Ø
STRUCTURE
MATERIAL
PVC
RC
CASTING
SEE DETAIL
NEENAH R1733 "SANITARY
SEWER" STAMP SELF
CLEANING PICK HOLES
STRUCTURE HEIGHT
(LN FT)
9.17
19.08
TOP OF CASTING
ELEVATION
918.44
916.78
INVERT
ELEVATION
909.27
897.70
OUTLET
PIPE
SP-2
SP-1
SP-1
STORM DRAIN APRON
SCHEDULE
APRON
NO.
FES-1
FES-2
FES-3
FES-4
APRON
SIZE (IN)
18
24
24
24
APRON
MATERIAL
CS
CS
CS
CS
INVERT
ELEVATION
910.30
910.47
908.25
910.09
PIPE
NO.
P-3
P-8
P-9
P-10
STORM DRAIN STRUCTURE SCHEDULE
STRUCTURE
NO.
ST-1
ST-2
ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
ST-8A
ST-9
STRUCTURE
TYPE
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 1)
MnDOT 4020
CATCH BASIN (TYPE 1)
MnDOT 4020
STRUCTURE
SIZE (IN)
36 x 24
36 x 24
36 x 24
36 x 24
36 x 24
36 x 24
36 x 24
48 Ø
36 x 24
60 Ø
STRUCTURE
MATERIAL
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
CASTING
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-3067-V
NEENAH R-1733
NEENAH R-3067-V
SEE DETAIL
STRUCTURE HEIGHT
(LN FT)
4.80
4.08
4.85
5.00
6.85
5.63
5.27
6.75
3.25
4.75
* TOP OF CASTING
ELEVATION
916.21
915.11
915.56
917.33
918.89
917.33
916.67
917.44
914.25
913.00
OUTLET
INVERT
911.41
911.03
910.71
912.33
912.04
911.70
911.40
910.69
911.00
908.25
OUTLET
PIPE
P-1
P-2
P-3
P-4
P-5
P-6
P-7
P-8
P-8A
P-10
* TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS = TOP BACK OF CURB BOX, NOT GUTTER ELEVATION
SEE DETAIL
STORM DRAIN PIPE SCHEDULE
PIPE
NO.
P-1
P-2
P-3
P-4
P-4A
P-5
P-6
P-7
P-8
P-8A
P-9
P-10
P-11
P-12
DRAIN
FROM
ST-1
ST-2
ST-3
ST-4
CANOPY DRAIN CONNECTION
ST-5
ST-6
ST-7
ST-8
ST-8A
FES-3
ST-9
DITCH
CAP
INLET
ELEVATION
911.41
911.03
910.71
912.33
913.05
912.04
911.70
911.40
910.69
911.00
908.25
910.15
914.04
913.00
DRAIN
TO
ST-2
ST-3
FES-1
ST-6
ST-4
ST-6
ST-7
ST-8
FES-2
ST-8
ST-9
FES-4
DITCH
CAP
OUTLET
ELEVATION
911.13
910.81
910.30
911.80
912.43
911.80
911.50
910.79
910.47
910.79
908.25
910.09
913.55
912.50
PIPE
SIZE (IN)
12
15
18
12
6
12
12
15
24
12
24
24
12
18
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
PIPE
CLASS
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
PIPE
GRADE
0.36%
0.24%
0.32%
0.40%
1.00%
0.40%
0.32%
0.43%
0.25%
0.74%
0.00%
0.28%
0.50%
0.64%
PIPE
LENGTH (FT)
79
92
128
131
62
59
62
143
88
28
25
22
100
78
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
SDR35
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
9
0
0
0
P
R
O
J
\
2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
L
D
I
-
C
E
N
T
E
R
V
I
L
L
E
M
N
\
2
9
7
8
2
P
R
O
D
U
C
T
I
O
N
F
I
L
E
S
\
2
9
7
8
2
C
I
V
I
L
3
D
\
P
R
O
D
U
C
T
I
O
N
D
W
G
S
\
2
9
7
8
2
C
3
-
S
I
T
E
.
D
W
G
S
A
V
E
D
B
Y
:
DR
E
W
.
D
A
U
M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE UTILITY PLAN
C-320
C-320 SITE UTILITY PLAN
300 29782 C-320
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
WATERMAIN, 8"
MINIMUM BURY DEPTH
7.5' (TYP)
GAS METER
(COORDINATE W/ UTILITY
COMPANY)
CONSTRUCT UTILITY SERVICE
TO WITHIN 5' OF BUILDING -
CONTINUATION TO BUILDING
BY MECHANICAL CONTRACTOR
WALL INDICATOR VALVE
(COORDINATE W/ ARCH)
2" DOMESTIC WATER
SERVICE
CONSTRUCT 6" FIRE SUPPRESSION SERVICE TO WITHIN 5'
OF BUILDING - CONTINUATION TO BUILDING BY
MECHANICAL CONTRACTOREXISTING PROPERTY LINE
(TYP)
SUBDRAIN CLEANOUT (TYP)
FDC
NOTES:
·ALL UTILITIES ARE TO BE CONSTRUCTED TO 5'
OUTSIDE OF BUILDING AND ARE TO BE
CONNECTED TO BUILDING BY
MECHANICAL/PLUMBING CONTRACTOR.
·ENSURE 18" VERTICAL BETWEEN ALL PROPOSED
& EXISTING WATER, STORM, & SANITARY.
·R = TOP BACK OF CURB ELEVATIONS FOR CURB
STYLE CATCH BASINS, NOT GUTTER
ELEVATIONS.
6" SUBDRAIN (TYP)
WATERMAIN, 6"
MINIMUM BURY DEPTH
7.5' (TYP)ELECTRIC
TRANSFORMER
SUBSURFACE EDGE DRAIN (TYP)
(SEE DETAIL)
BLEEDER DRAINS
(TYP)(SEE DETAIL)
GAS
(VERIFY WITH UTILITY COMPANY)
UNDERGROUND TELEPHONE
(VERIFY WITH UTILITY COMPANY)
UNDERGROUND ELECTRIC
(VERIFY WITH UTILITY COMPANY)
3.7 CY CLASS III RIPRAP
37 CY CLASS III RIPRAP
4.4 CY CLASS III RIPRAP
4.4 CY CLASS III RIPRAP
18" RCP CAPPED
AND BURRIED
11.8 CY CLASS III RIPRAP
12
4
13
712
12
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
14
14
9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
' PARKING SETBACK10
' BUILDING SETBACK10
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30
' PAR
K
I
N
G
S
E
T
B
A
C
K
10
' BUIL
D
I
N
G
S
E
T
B
A
C
K
10
' BUILDING SETBACK40
' PARKING SETBACK15
' BUILDING SETBACK40
' PARKING SETBACK15
' P
A
R
K
I
N
G
S
E
T
B
A
C
K
10 ' B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
T/C=917.48
EX CB T/C=918.19
EX CB
EM
EX GGV
U
T/C=917.48
EX CB
T/C=917.74
EX CB
T/C=919.01
EX CB
R=917.82
EX STM MH
T/C=918.60
EX CB
I=909.80 (12" RCP) S
I=908.10 (24" RCP) W
I=908.00 (24" RCP) E
G G G
G G G G G G G G
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
FBO FBO
I I I I I I
I
SAN SAN SAN SAN SAN SAN SAN
ST
M
ST
M
STM STM STM STM STM STM STM STM
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
T/C=917.07
EX CB
T/C=917.10
EX CB
T/C=918.47
EX CB
T/C=918.36
EX CB
T/C=919.39
EX CB
T/C=917.82
EX CB
T/C=917.82
EX CB
R=918.34
EX SAN MH
I=896.62 (UNKNOWN" PVC) E
Wetland by others
Wet
l
a
n
d
b
y
o
t
h
e
r
s
Wetland by others
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
W
E
T
WE
T
W
E
T
W
E
T
W
E
T
WE
T
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WETWETWETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
MAIN STREET
>
>
G G G G G G G G G G G G
UT UT UT UT UT UT UT UT UT UT UT UT UT
UE UE UE UE UE UE UE UE UE UE UE UE UE
>>>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
I
I
I
I
I
>>>>
>>
>>
>>
>>
>
>>>>>>
IIIII
III
I
I
>>
>>
>>
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
9
0
0
0
P
R
O
J
\
2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
L
D
I
-
C
E
N
T
E
R
V
I
L
L
E
M
N
\
2
9
7
8
2
P
R
O
D
U
C
T
I
O
N
F
I
L
E
S
\
2
9
7
8
2
C
I
V
I
L
3
D
\
P
R
O
D
U
C
T
I
O
N
D
W
G
S
\
2
9
7
8
2
C
3
-
S
I
T
E
.
D
W
G
S
A
V
E
D
B
Y
:
DR
E
W
.
D
A
U
M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
HYDRANT
COVERAGE PLAN
C-321
C-321 HYDRANT COVERAGE PLAN
300 29782 C-321
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
HYDRANT COVERAGE LEGEND
EXISTING HYDRANT
PROPOSED HYDRANT
R
3
0
0
'
R
3
0
0
'
PROPOSED HYDRANT
12
4
13
712
12
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
14
14
9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
>
>
G G G G G G G G G G G G
UT UT UT UT UT UT UT UT UT UT UT UT UT
UE UE UE UE UE UE UE UE UE UE UE UE UE
>>>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
I
I
I
I
I
>>>>
>>
>>
>>
>>
>
>>>>>>
IIIII
III
I
I
>>
>>
>>
EM
EX GGV
U
G G G
G G G G G G G G
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
FBO FBO
I I I I I I
I
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
Wetland by others
Wet
l
a
n
d
b
y
o
t
h
e
r
s
Wetland by others
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
915
920
9
1
1
91
2
913
91
4
916
917
918
919
915
911
912
913914
916
917
918919
915
914
916
917
918
919921
9
1
1
911
918
W
E
T
WE
T
W
E
T
W
E
T
W
E
T
WE
T
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WETWETWETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
9
1
1
MAIN STREET
917
917
91
8
918
918
918
9
1
9
919
91
9
919
919
ST-4
T/C=917.33
ST-6
T/C=917.33
ST-8A
R=914.25
916
917
9
1
7
91
7
917
91
7
91
6
91
5
91
8
9
1
8
91
5
914
91
6
917
918
ST-2
T/C=915.11
ST-3
T/C=915.56
ST-1
T/C=916.21
915.79
915.90
916
.
0
5
917.56
917.74
917
.
8
5
915.95
916.08
91
6
.
2
3
91
6
.
7
8
9
1
6
.
6
2
916.56
917.90
918.01
91
8
.
1
2
91
7
.
9
9
917.83
917.70
9
1
8
.
0
4
917.93
917
.
7
7
918.07
917
.
9
6
9
1
8
.
1
7
916.97
916.93
91
6
.
8
0
91
6
.
1
2
9
1
6
.
3
2
9
1
6
.
3
8
917.90
917.77
91
7
.
6
2
916.12
915.99
91
5
.
8
4
91
8
.
2
9
918.12
9
1
8
.
1
2
918
.
2
5
91
7
.
4
1
91
7
.
2
2
91
7
.
0
9
91
7
.
1
5
918.80
919.14
91
8
.
2
1
917.84
9
1
7
.
9
5
91
7
.
8
4
9
1
7
.
6
0
9
1
7
.
5
0
917
.
2
7
9
1
7
.
3
6
917.58
9
1
7
.
9
7
9
1
7
.
7
5
917
.
6
6
915.64
915.44
915.54 91
6
.
6
7
91
6
.
8
8
91
8
.
0
7
91
7
.
9
2
918
.
2
4
917.53
91
8
.
3
1
915.7
9
915
.
7
3
91
5
.
5
1
918.69
91
9
.
5
7
91
8
.
9
1
91
8
.
6
9
918
.
4
3
MA
T
C
H
918.04
MATCH
918
.
1
3
MA
T
C
H
918
.
5
3
MAT
C
H
918.62
MATCH
918.3
4
MATC
H
91
6
.
6
9
91
6
.
8
3
917.32
HP
91
9
.
6
3
91
9
.
1
9
91
9
.
9
1
9
1
9
.
8
8
918
.
6
9
919
.
1
0
91
9
.
1
3
919.00
918
.
0
4
MA
T
C
H
91
7
.
7
4
91
9
.
2
2
918.02
91
7
.
9
8
MA
T
C
H
91
8
.
0
7
91
8
.
2
6
ST-7
T/C=916.67
ST-1
R=916.78
C0-1
R=918.44
FES-1
I=910.30
FES-2
I=910.47
91
7
.
7
9
EOF
913.50
FES-4
I=910.09
ST-9
R=913.00
FES-3
I=908.25
9
1
0
915.71
911.42 T/W
911.42 B/W
917.78 T/W
911.79 B/W
915.22 T/W
915.22 B/W
916.35 T/W
911.68 B/W
910
91
1
91
2
91
2
91
3
91
3
20'
24'
911.42
917.78
916.35
915
912
913
914
919
.
1
6
91
9
.
3
4
91
9
.
0
6
91
8
.
4
9
91
7
.
2
2
917
.
2
3
91
7
.
7
9
918
.
3
8
91
8
.
9
7
917.76
91
6
.
3
5
91
5
.
6
4
91
5
.
2
2
ST-8
R=917.44
905
910
906 907 908 909
911
911
912
912
913
913
914
905
906
907
908
909
91
0
91
5
91
1
91
2
91
3
91
4
91
6
917
917
9
1
8
919
919 9
1
9
918 918 917916
915
9
1
3
9
1
4
9
1
5
9
1
6
9
1
7
91
8
918
91
9
916.48
916.56
916.5291
6
.
4
5
91
7
.
1
5
918.00
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
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J
E
C
T
S
\
2
9
0
0
0
P
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J
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2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
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7
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A
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D
B
Y
:
DR
E
W
.
D
A
U
M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
OVERALL GRADING
PLAN
C-410
C-410 OVERALL GRADING PLAN
300 29782 C-410
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
GRADING LEGEND
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
PROPOSED SPOT ELEVATION
PROPOSED TOP BACK OF CURB / TOP OF TURNDOWN
WALK SPOT ELEVATION
SURFACE GRADE / DIRECTION
GENERAL GRADING NOTES
PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD
DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE
AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE.
101
100
101
100
XXX
.
X
X
XX
X
.
X
X
-X.X%
CONSTRUCTION EXPECTATIONS
FOR COMPLETE CONSTRUCTION CONSIDERATIONS AND EXPECTED
CONDITIONS, SEE GEOTECHNICAL REPORT B2408836 PREPARED BY BRAUN
INTERTEC CORPORATION DATED 11/04/2024
KEY ITEMS:
1. SUBGRADE PREPARATION INCLUDES REMOVING EXISTING FILL, TOPSOIL
OR ORGANIC SOILS, STRUCTURES AND ANY LOOSE SANDS/SILTS OR SOFT
CLAYS DIRECTLY BELOW THE FOOTINGS. FILL SOILS SHALL BE PLACED IN
AN ENGINEERED MANNER AS OUTLINED IN SECTION C.C.G.
2. ON-SITE, NON-ORGANIC AND DEBRIS-FREE FILL SOILS AND NATIVE SOILS
SHOULD BE SUITABLE FOR REUSE AS ENGINEERED FILL BUT MAY REQUIRE
MOISTURE CONDITIONING PRIOR TO REUSE AND COMPACTION. DO NOT
REUSE EXISTING FILL OR NATIVE SOILS THAT CONTAIN ORGANIC MATERIALS
OR HAVE AN ORGANIC CONTENT GREATER THAN 2 PERCENT AS
STRUCTURAL FILL.
3. WE RECOMMEND REMOVING GROUNDWATER FROM THE EXCAVATIONS.
PROJECT PLANNING SHOULD INCLUDE TEMPORARY SUMPS AND PUMPS FOR
EXCAVATIONS IN LOW-PERMEABILITY SOILS, SUCH AS CLAYS AND CLAYEY
SANDS.
4. CONTRACTOR SHOULD PERFORM SCARIFICATION, DRYING AND
RECOMPACTION, AS OUTLINES IN SECTION C.2.G. SCARIFICATION, DRYING,
AND RECOMPACTION EFFORTS MAY REQUIRE MULTIPLE ITERATIONS TO
STABILIZED PAVEMENT SUBGRADES.
RIPRAP OVERFLOW
(SEE DETAIL)
START MODIFIED S CURB
(SEE DETAIL)
4
13
CU
R
B
S
I
D
E
CU
R
B
S
I
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E
CU
R
B
S
I
D
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X
X
X
X
X
>
>
>
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UT
UT UT UT UT UT UT UT UT UT
UE
UE UE UE UE UE UE UE UE UE
I
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>>
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>>
>>
>>
>>
>>
II
IIIIIIIII
I
PROPOSED BUILDING
FFE = 918.5'
W
A
L
K
918.41
PAV
E91
7
.
9
1
WALK
918.40
91
8
.
4
1
918.41
91
8
.
3
0
91
8
.
1
4
91
8
.
1
4
91
8
.
3
0
91
8
.
3
6
91
8
.
4
6
91
8
.
4
6
9
1
8
.
7
7
918.72
91
8
.
4
6
91
8
.
5
0
91
4
.
2
5
PAV
E91
4
.
2
5
914.5
1
918.50918.00
918.00917.50
917.50
918.50
PAV
E91
7
.
9
0
91
8
.
5
0
91
8
.
3
0
91
8
.
3
0
PAVE
917.91
WAL
K91
8
.
4
1
PAVE
917.91
WAL
K91
8
.
4
1
914.25
PAVE
914.25
918.50 918.00
PAVE
9
1
7
.
6
1
917.61
PAVE
915.70
915.70
914.4
8
91
8
.
4
6
91
8
.
4
6
91
8
.
4
0
9
1
8
.
4
1
91
8
.
3
0
91
8
.
5
0
9
1
8
.
4
6
91
8
.
0
0
91
8
.
5
0
-8.0%-3.0%
-1
.
5
%
-1
.
5
%
0.0%
0.0%
9
1
8
917
91
7
91
6
91
5
91
0
91
5
90
7
90
8
90
9
91
1
91
2
91
3
91
4
91
6
91
7
91
8
91
5
914
91
6
917
918
ST-8A
R=914.25
ST-8
R=917.44
ST-7
T/C=916.67
C0-1
R=918.44
915
920
913
91
4
916
917
918
919
WET
WET
918.41
918
.
4
6
PROPOSED POND
NWL = 910.25
100 YR HWL = 912.47
905
906
907
90
8
90
9
918
918
FES-1
I=910.30
FES-2
I=910.47
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
9
0
0
0
P
R
O
J
\
2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
L
D
I
-
C
E
N
T
E
R
V
I
L
L
E
M
N
\
2
9
7
8
2
P
R
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D
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I
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N
F
I
L
E
S
\
2
9
7
8
2
C
I
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3
D
\
P
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D
U
C
T
I
O
N
D
W
G
S
\
2
9
7
8
2
C
4
-
D
E
T
G
R
A
D
E
.
D
W
G
S
A
V
E
D
B
Y
:
DR
E
W
.
D
A
U
M
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
BUILDING GRADING
PLAN
C-411
C-411 BUILDING GRADING PLAN
300 29782 C-411
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
10 20
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
GRADING LEGEND
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
PROPOSED SPOT ELEVATION
PROPOSED TOP BACK OF CURB SPOT ELEVATION
SURFACE GRADE / DIRECTION
GENERAL GRADING NOTES
PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD
DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE
AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE.
101
100
101
100
XXX
.
X
X
XX
X
.
X
X
-X.X%TRANSITION PAVEMENT TO
FLUSH WITH WALK
TRANSITION PAVEMENT TO
FLUSH WITH WALK
(FOR REFERENCE
ONLY, NOT PART OF
THIS SITE PLAN)
EXPANSION
SPACE
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
12
4
13
712
12
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
14
14
9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
EM
U
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
Wetland by others
Wet
l
a
n
d
b
y
o
t
h
e
r
s
Wetland by others
915
920
9
1
1
91
2
913
91
4
916
917
918
919
915
911
912
913914
916
917
918919
915
914
916
917
918
919921
9
1
1
911
918
W
E
T
WE
T
W
E
T
W
E
T
W
E
T
WE
T
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WETWETWETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
9
1
1
MAIN STREET
917
917
91
8
918
918
918
9
1
9
919
91
9
919
919
9
1
5
91
2
91
3
91
4
9
1
6
9
1
7
91
8
916
917
9
1
8
91
8
91
9
917
917
917
91
8
91
9
SYMBOL QTY BOTANICAL / COMMON NAME
GROUND COVERS
14,363 SF SEED MIX
MN DOT 35-241
5,436 SF SEED SOUTHERN BOULEVARD
MNDOT 2575.608
17,723 SF TURF SOD
PREMIUM LOCAL LAWN SOD
MULCH
6,523 SF 1.5" CLEAN RIVER ROCK AT A DEPTH OF 3" MIN
PLANT SCHEDULE
EDGER
358 LF POLYVINYL LANDSCAPE EDGER (BLACK COLOR)
WITH EROSION CONTROL MEASURES
WITH EROSION CONTROL MEASURES
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
C
D
E
2
3
4
5
6
7
8
9
1
Designed By:
Reviewed By:
MANAGING LOCATION:
DW
G
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
9
0
0
0
P
R
O
J
\
2
9
7
0
0
-
2
9
7
9
9
\
2
9
7
8
2
A
L
D
I
-
C
E
N
T
E
R
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I
L
L
E
M
N
\
2
9
7
8
2
P
R
O
D
U
C
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I
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N
F
I
L
E
S
\
2
9
7
8
2
C
I
V
I
L
3
D
\
P
R
O
D
U
C
T
I
O
N
D
W
G
S
\
2
9
7
8
2
C
5
-
L
A
N
D
.
D
W
G
S
A
V
E
D
B
Y
:
JE
N
N
A
.
V
A
N
B
O
X
T
E
L
SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE RESTORATION
PLAN
C-510
C-510 SITE RESTORATION PLAN
300 29782 C-510
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
CONTRACTOR IRRIGATION
LIMIT
SYMBOL DESCRIPTION
IRRIGATION LIMITS
RESTORE TO FULL LIMITS OF DISTURBBANCE
LIC. NO.DATE
PROFESSIONAL LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
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
MITCHELL G. COOKAS
02/07/2025 56522
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
12
4
13
712
12
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
CU
R
B
S
I
D
E
14
14
9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
>
>
G G G G G G G G G G G G
UT UT UT UT UT UT UT UT UT UT UT UT UT
UE UE UE UE UE UE UE UE UE UE UE UE UE
>>>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
I
I
I
I
I
>>>>
>>
>>
>>
>>
>
>>>>>>
IIIII
III
I
I
>>
>>
>>
EM
EX GGV
U
G G G
G G G G G G G G
FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO
FBO FBO
I I I I I I
I
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
8
1
8
Wetland by others
Wet
l
a
n
d
b
y
o
t
h
e
r
s
Wetland by others
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
915
920
9
1
1
91
2
913
91
4
916
917
918
919
915
911
912
913914
916
917
918919
915
914
916
917
918
919921
9
1
1
911
918
W
E
T
WE
T
W
E
T
W
E
T
W
E
T
WE
T
W
E
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WETWETWETWET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
9
1
1
MAIN STREET
917
917
91
8
918
918
918
9
1
9
919
91
9
919
919
(2) OV-A
(2) PM-C
(7) RA-S
(3) EC-B
(1) GT-L (1) GT-L
(1) GT-L (1) GT-L
(1) UP-E
(2) AO-B
(2) GK-C
(1) UP-E
(2) GT-L
(2) GT-L
(2) GT-L
(4) GT-L
(1) PM-C
(1) PM-C
(1) GK-C
(2) GK-C (1) UP-E
(5) QN-O
(4) AR-M
(9) UP-E
(2) GK-C (2) AO-B
(1) AO-B
(3) CF
(6) CF
(1) CF
(2) UP-E
(2) UP-E
(2) UP-E
(2) QN-O
(2) QN-O
(7) LS-P
(7) LS-P
(7) LS-P
(17) RA-S
9
1
5
91
2
91
3
91
4
9
1
6
9
1
7
91
8
916
917
9
1
8
91
8
91
9
917
917
917
91
8
91
9
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
DECIDUOUS TREES
AR-M 4 ACER RUBRUM
RED MAPLE 2" CAL B & B
AO-B 5 AESCULUS GLABRA
OHIO BUCKEYE 2" CAL B & B
GT-L 14 GLEDITSIA TRIACANTHOS
HONEY LOCUST 2" CAL B & B
GK-C 7 GYMNOCLADUS DIOICUS
KENTUCKY COFFEETREE 2" CAL B & B
OV-A 2 OSTRYA VIRGINIANA
AMERICAN HOPHORNBEAM 2" CAL B & B
PM-C 4 PRUNUS MAACKII
AMUR CHOKECHERRY 2" CAL B & B
QN-O 9 QUERCUS X WAREI 'NADLER'
KINDRED SPIRIT® OAK 2" CAL B & B
UP-E 17 ULMUS X 'NEW HORIZON'
NEW HORIZON ELM 2" CAL B & B
SHRUBS
CF 10 CORNUS SERICEA 'FARROW'
ARCTIC FIRE® RED TWIG DOGWOOD 5 GAL CONT
EC-B 3 EUONYMUS ALATUS 'COMPACTUS'
COMPACT BURNING BUSH 5 GAL CONT
LS-P 21 LIGUSTRUM X 'SUWANNEE RIVER'
SUWANNEE RIVER PRIVET 5 GAL CONT
RA-S 24 RHUS AROMATICA
FRAGRANT SUMAC 5 GAL CONT
PLANT SCHEDULE
EDGER
338 LF POLYVINYL LANDSCAPE EDGER
(BLACK COLOR)
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE PLANTING PLAN
C-520
C-520 SITE PLANTING PLAN
300 29782 C-520
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
CITY LANDSCAPE REQUIREMENTS
GENERAL LANDSCAPE REQUIREMENTS
CANOPY COVER STANDARDS:
THE REQUIRED MINIMUM CANOPY COVERAGE FOR ALL USES IS
40%
THE FOLLOWING EQUATION SHALL BE USED TO CALCULATE
REQUIRED CANOPY COVERAGE: VEHICULAR HARDSCAPE (SF) x
CANOPY COVERAGE PERCENT = REQUIRED MINIMUM CANOPY
COVER (SF)
THE ASSIGNED CANOPY COVERAGE VALUE OF EACH TREE IS BASED
ON PLANTING LOCATION, TREE SIZE AND ANTICIPATED TREE
CANOPY SIZE 15 YEARS AFTER PLANTING
REQUIRED CANOPY COVERAGE: 53,082 SF x 40% = 21,233 SF
INTERIOR PARKING LOT ISLANDS (100%)
LARGE TREE = 5 x 950 = 4,750 SF
SMALL TREE = 4 x 250 = 1,000 SF
WITHIN LESS THAN 7 FEET OF VEHICULAR HARDSCAPE EDGE (50%)
LARGE TREE = 26 x 600 = 15,600 SF
MEDIUM TREE = 2 x 250 = 500 SF
SMALL TREE = 2 x 125 = 250 SF
7 TO 12 FEET FROM VEHICULAR HARDSCAPE EDGE
LARGE TREE = 2 x 300 = 600 SF
TOTAL CANOPY COVERAGE PROVIDED = 22,700 SF
FOUNDATION LANDSCAPE STANDARDS:
2 LARGE TREES AND 6 LARGE SHRUBS REQUIRED PER 100 LINEAR
FEET (LF) OF BUILDING
THE REQUIRED PLANT MATERIALS SHALL BE PLANTED IN THE
FOUNDATION LANDSCAPE ZONE ADJACENT TO THE BUILDING FACE
THE DESIGN OF LANDSCAPING FOR GROUND AREAS UNDER THE
BUILDING ROOF OVERHANG MUST TAKE INTO ACCOUNT THE
POTENTIAL EFFECTS OF RUNOFF FROM THE ROOF EDGE
TREES PLANTED WITHIN 30 FEET OF THE BUILDING SHALL BE
CONSIDERED WITHIN THE FOUNDATION LANDSCAPE ZONE
AMOUNT OF LINEAR FEET OF BUILDING: 615 LF
REQUIRED LANDSCAPE STANDARDS: 615 LF = 13 TREES AND 38
SHRUBS
PROPOSED LANDSCAPE STANDARDS: 14 TREES AND 38 SHRUBS
OPEN AREA LANDSCAPE STANDARDS:
1 LARGE TREE AND 2 LARGE SHRUBS REQUIRED PER 2,500 SQUARE
FEET (SF) OF OPEN AREA
OPEN AREAS INCLUDE DISTURBED SITE AREAS, THAT ARE NOT
LOCATED WITHIN THE FOUNDATION LANDSCAPE ZONE, VEHICULAR
HARDSCAPE AREA OR THE BUILDING FOOTPRINT AND INCLUDE
CUL-DE-SAC ISLANDS, BOULEVARD MEDIANS, STORMWATER
MANAGEMENT AREAS, AND COMMON AREAS IN MULTIFAMILY SITES
THAT ARE NOT FOR RECREATIONAL FACILITIES
ONLY LAND ABOVE THE NORMAL WATER LEVEL SHALL BE INCLUDED
IN THE OPEN AREA CALCULATION FOR STORM WATER DETENTION
AREAS
AMOUNT OF SQUARE FEET OF OPEN AREA LANDSCAPE: 12,250 SF
REQUIRED LANDSCAPE STANDARDS: 5 TREES AND 10 LARGE
SHRUBS
PROPOSED LANDSCAPE STANDARDS: 15 TREES AND 21 LARGE
SHRUBS
ADDITIONAL:
ALL AREAS NOT OTHERWISE IMPROVED IN COMPLIANCE WITH THE
APPROVED SITE PLANS SHALL HAVE A MINIMUM DEPTH OF FOUR
INCHES OF TOPSOIL AND BE SODDED INCLUDING BOULEVARD
AREAS. EXCEPTIONS INCLUDE:
- UNDISTURBED AREAS CONTAINING EXISTING VIABLE NATURAL
VEGETATION WHICH CAN BE MAINTAINED FREE OF FOREIGN AND
NOXIOUS PLANT MATERIALS
- USE OF MULCH MATERIALS, SUCH AS BARK, WOOD CHIPS, AND
DECORATIVE ROCK IN SUPPORT OF SHRUBS AND FOUNDATION
PLANTINGS
ALL LOT AREAS NOT USED FOR OFF-STREET PARKING, OFF-STREET
LOADING, SIDEWALKS, DRIVEWAYS, BUILDING SITES, OR OTHER
REQUIREMENTS SHALL BE LANDSCAPED WITH GRASS, SHRUBS,
TREES OR OTHER ACCEPTABLE VEGETATION OR TREATMENT
SHALL INSTALL IRRIGATION SYSTEMS TO ENSURE SURVIVABILITY
OF LANDSCAPE MATERIALS
IN AREAS WITH LOW PEDESTRIAN TRAFFIC, THE USE OF LOW
MAINTENANCE TURF, TYPICALLY FESCUE BLENDS IS ENCOURAGED
TURF IN AREAS NEAR ROADS AND PARKING LOTS SHALL BE SALT
TOLERANT
HARDY PERENNIAL FORBS AND ORNAMENTAL GRASSES SHOULD BE
USED IN CAR OVERHANG AREAS AND PLACES WHERE SNOW MAY
BE STORED
MINIMUM SIZE: AT TIME OF PLANTING
LARGE TREES: BALLED AND BURLAPPED - 2" CALIPER
MEDIUM AND SMALL TREES: BALLED AND BURLAPPED - 1.5"
CALIPER
LARGE SHRUBS: 3 GALLON CONTAINER
ORNAMENTAL GRASSES AND PERENNIALS: 4" POT
LIC. NO.DATE
PROFESSIONAL LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
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
MITCHELL G. COOKAS
02/07/2025 56522
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
Drawn By:
Project Name & Location:
Drawing Name:
Date:
A
Issued:
1
Date:Revisions:
B
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Reviewed By:
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
PLANTING DETAILS
AND NOTES
C-530
C-530 PLANTING DETAILS AND NOTES
300 29782 C-530
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
PSH
PSH
JMF
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
DECIDUOUS TREE PLANTING
NTS
PRUNE ALL BROKEN, DAMAGED, OR RUBBING
LIMBS AND BRANCHES IMMEDIATELY AFTER
PLANTING - ALL PRUNING CUTS CLEAN AT 90°
FINISH
GRADE
STAKING DIAGRAM
DO NOT CUT PRIMARY LEADER. ALL TREES
SHALL HAVE A STRONG (CENTRAL)
DOMINATE LEADER
TREES 8'+TREES 6'-8'
SET ROOT FLARE 3" ABOVE FINISH GRADE
BACKFILL PLANTING PIT WITH NATIVE
SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX
AMENDED TOPSOIL FROM A LOCAL SOURCE
WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL
TO THE DEPTH OF THE ROOTBALL MINUS 3"
AND TWICE THE DIAMETER OF THE ROOTBALL.
PLACE ROOTBALL ON UNDISTURBED SOIL AND
ENSURE TRUNK OF TREE IS PLUMB
4" LAYER OF SHREDDED HARDWOOD MULCH
AT TREES IN LAWN, 3" LANDSCAPE ROCK IN
PLANTING BEDS - DO NOT PLACE MULCH
DIRECTLY ON TREE TRUNK, LEAVE A MIN. 4"
RING AROUND CROWN
HARDWOOD STAKES 2"x2"x8' LONG - INSTALL
OUTSIDE OF ROOTBALL AT 5' MAX HT
1 1/2" WIDE NYLON STRAPPING AROUND
TRUNK - GREEN OR BROWN COLOR
CUT AND REMOVE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND
REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARRING ROOTS. ANY ROOTS
THAT ARE SCARRED OR BROKEN DURING
PLANTING SHALL BE PRUNED 90°
ROOTBALL DIA
2X ROOTBALL DIA
PERENNIAL PLANTING
NTS
EDGE OF PLANTING BED / GROUND
COVER AREA
INSTALL PLANTS PER PLANS AND PLANT LIST
SPACING - ALL PLANTS SHALL BE EQUALLY
SPACED TO ACHIEVE A SYMMETRICAL
LAYOUT FOR BOTH TRIANGULAR AND LINEAR
PLANTING SCHEMES
1/2 SPECIFIED
PLANT SPACING
SY
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TILL ALL PLANT BEDS TO A MINIMUM
DEPTH OF 6" AND BACKFILL PER
SPECIFICATIONS, WHEN PROVIDED - IN
AREAS WITH HEAVY CLAY OR ROCKY
SOILS AMEND WITH AMENDED PLANTING
SOIL FROM A LOCAL SOURCE. PLACE
CONTAINER ON UNDISTURBED SOIL AND
ENSURE PLANT IS PLUMB
CUT AND REMOVE THE ENTIRE CONTAINER
AND SCARIFY ROOTS FOR ALL
CONTAINERIZED PLANTS 5 GALLONS AND
LESS
3" LAYER OF 1-1/2" DIA RIVER ROCK MULCH
PERENNIALS TO BE INSTALLED SO THAT THE
TOP OF THE CROWN OF THE PLANT IS
SLIGHTLY ABOVE FINISH GRADE
PLAN
SECTION
FINISH GRADE
SHRUB PLANTING
NTS
ROOTBALL DIA
2X CONTAINER DIA 2X ROOTBALL DIA
CONTAINER DIA
EXCAVATE PLANTING PIT TO A DEPTH EQUAL
TO THE DEPTH OF THE ROOTBALL OR
CONTAINER MINUS 3" AND A MIN TWICE THE
DIAMETER OF THE ROOTBALL OR CONTAINER.
PLACE ROOTBALL ON UNDISTURBED SOIL AND
ENSURE PLANT IS PLUMB.
3" LAYER OF 1" - 1 1/2" DIA RIVER ROCK MULCH
BACKFILL PLANTING PIT WITH NATIVE SOIL.
EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED
TOPSOIL FROM A LOCAL SOURCE WITH
NATIVE SOIL
SHRUBS TO BE INSTALLED SO THAT THE TOP
OF THE CROWN OF THE PLANT IS 3" ABOVE
FINISH GRADE
CUT AND REMOVE, AT A MINIMUM, THE TOP
HALF OF WIRE BASKETS, BURLAP, AND TWINE,
AND REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARRING ROOTS. ANY ROOTS
THAT ARE SCARRED OR BROKEN DURING
PLANTING SHALL BE PRUNED AT 90°.
SCARIFY ROOTS FOR ALL CONTAINER PLANTS
5 GALLON OR SMALLER
1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,
FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE,
FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED.
3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH
FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.
4.REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND
SURROUNDING TREES.
5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL
APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S
REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF
INSTALLATION.
6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS
INDICATED IN THE PLANT SCHEDULE.
7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE
PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN
SHALL GOVERN.
8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF
EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR,
FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S
REPRESENTATIVE.
9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY
STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES
LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1.
10.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE
AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR)
AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR
FREE OF CHARGE WITH THE SAME GRADE AND SPECIES.
11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO
HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED.
12.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION
OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
13.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES AND
SHRUBS (5' Ø) WITHIN LAWN AND SEEDED AREAS TO A 4" MINIMUM DEPTH AS SHOWN
IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET
OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO
MULCHING. REFER TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER
DETAILS FOR BASIN CONSTRUCTION AND MULCH APPLICATION.
14.ROCK MULCHING MATERIAL SHALL BE 1.5" DIA RIVER ROCK MULCH, 3" MINIMUM
DEPTHS AT LOCATIONS INDICATED ON DRAWINGS. PROVIDE LANDSCAPE
UNDERLAYMENT FABRIC IN ALL ROCK MULCH AREAS.
15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH AND LANDSCAPE UNDERLAYMENT
FABRIC TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
CONTRACTOR.
17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.
18.TREES REQUIRE 30" MINIMUM OF SOIL DEPTH IN PLANTING ISLANDS.
LANDSCAPE EDGING
NTS
UNDISTURBED SUBGRADE
LANDSCAPE EDGING
3" LAYER OF 1 1/2" DIA
RIVER ROCK MULCH
AMENDED SOIL
FINISH GRADE
@ LAWN
1/
2
"
LANDSCAPE EDGING:
3/16"x4" WITH 3/16"x1'-4"
LENGTH STAKES @ 2'-6" OC
MATERIAL: POLYVINYL
PLASTIC
BLACK COLOR
PLANTING NOTES
1.TREES REQUIRE 440 CUBIC FEET OF SOIL FOR LARGE TREES, 300 CUBIC FEET OF SOIL
FOR MEDIUM TREES AND 250 CUBIC FEET OF SOIL FOR SMALL TREES WITHIN
PLANTING ISLANDS. FOR TREES IN A SHARED BED OR THREE SIDED ISLAND, 400
CUBIC FEET OF SOIL IS REQUIRED FOR LARGE TREES, 270 CUBIC FEET OF SOIL IS
REQUIRED FOR MEDIUM TREES, AND 225 CUBIC FEET OF SOIL IS REQUIRED FOR
SMALL TREES.
2.SOILS SHALL BE UNCOMPACTED EXISTING SOIL, NEW PLANTING SOIL, OR
ENGINEERED SOILS DESIGNED TO ALLOW PLANT GROWTH. PREEXISTING SOILS
SHOULD BE PROTECTED FROM COMPACTION DURING CONSTRUCTION. SOIL SHOULD
BE LOOSENED IF, AT ANY TIME OF PLANTING, SOIL COMPACTION EXCEEDS A BULK
DENSITY ( IN GRAMS PER CENTIMETERS SQUARED) OF >1.70 FOR SANDY, >1.50 FOR
SILTY AND >1.25 FOR CLAY.
3.PROVIDE AT LEAST ONE FOOT OF MULCH BEYOND PLANTING BALL OR EXTENDED
BARE ROOTS OF THE TREE.
4.IF USED, ONLY WATER PERMEABLE FABRIC IS PERMITTED AS A WEED BARRIER.
5.LEAVE ONE INCH OF SPACE FROM THE TOP OF THE MULCH LAYER TO ADJACENT
HARDSCAPE SURFACES TO PREVENT SPILLING.
6.MULCH SHOULD NOT BE MIXED WITH UNDERLYING SOIL.
7.TREE PLANTING PITS SHALL DRAIN ADEQUATELY.
8.BOLLARDS, BARRIERS, OR SPACING MAY BE NECESSARY TO PROTECT TREES FROM
CARS. BIKE PARKING SHOULD BE INCLUDED TO DISCOURAGE LOCKING BIKES TO
TREES.
9.ALL TREES SHALL BE PLANTED SO THAT THE FIRST BRANCH ROOTS ARE AT OR
BARELY BELOW THE SURFACE. TOPS OF BALLED OR BURLAPPED BALLS SHOULD BE
DUG DOWN TO THE FIRST BRANCH ROOTS.
10.LANDSCAPING SHALL BE MAINTAINED TO BE WEED-FREE, HEALTHY, TRIMMED, MOWN,
EDGED, RESEEDED, PRUNED AND REPLACED WITH SIMILAR PLANT SPECIES IF
NECESSARY.
11.ALL PLANTINGS REQUIRE REGULAR WATERING FOR AT LEAST THE FIRST THREE
YEARS TO GET ESTABLISHED.
12.PLANTS SHALL BE PRUNED TO AVOID CONFLICT WITH OTHER STRUCTURES, REMOVE
DEAD OR DISEASED LIMBS AND FOR OPTIMUM SHAPING. TOPPING OR EXTREME
CROWN REDUCTION IS PROHIBITED UNLESS THE TREE IS A SAFETY HAZARD OR SUCH
MEASURES ARE APPROVED BY THE CITY.
13.TREES OVERHANGING WALKWAYS SHOULD BE PRUNED UP TO 7' WHEN MATURE.
TREES OVERHANGING STREETS SHOULD BE PRUNED UP TO 10' WHEN MATURE.
SMALLER TREES SHOULD RECEIVE LIMITED PRUNING APPROPRIATE TO THE SIZE AND
AGE OF THE TREE. BRANCHES THAT ARE HAZARDOUS FOR ANY REASON SHALL BE
REMOVED IMMEDIATELY. THE CITY MAY DIRECT PRUNING.
PLANTING NOTES CONTINUEDIRRIGATION NOTES
1.IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A DESIGN BUILD PROJECT. SUBMIT
DESIGN DRAWINGS FOR APPROVAL BY OWNER..
2.ONLY PLANTING BEDS AND TURF AREAS SHALL BE SERVICED BY THE IRRIGATION
SYSTEM. ALL IRRIGATION SHALL BE COMPATIBLE WITH LOCAL JURISDICTION CODE.
IRRIGATION SHALL NOT OVER SPRAY ONTO ADJACENT HARDSCAPE, BUILDINGS, OR
ANY OTHER NON-TURF AREAS.
3.PROVIDE ALL IRRIGATION LINE, SPRAY HEADS, SLEEVING UNDER HARDSCAPE,
VALVES, WIRING, CONTROLLER, BACK-FLOW PREVENTOR, MAIN & LATER PIPES,
CENTRAL CONTROL WATER MANAGEMENT SYSTEM, AND ALL OTHER REQUIRED
ACCESSORIES.
4.CONFIRM POINT(S) OF CONNECTION AND CONTROL BOX LOCATIONS WITH OWNER
PRIOR TO DESIGN OF IRRIGATION SYSTEM. COORDINATE LOCATIONS OF SLEEVING
WITH ALL UTILITIES, FOOTINGS, AND ANY OTHER UNDERGROUND CONSTRUCTION.
5.IRRIGATION WATER METER TO BE INSTALLED BY PLUMBING CONTRACTOR.
LIC. NO.DATE
PROFESSIONAL LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
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
MITCHELL G. COOKAS
02/07/2025 56522
G G G
G G G G
FBO FBO FBO FBO FBO FBO FBO FBO
S. Line - County State Aid Highway 14
Easement per Document
No. 498023.001
Easement per Document No. 498023.001
1
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Wetland by others
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9
EXPANSION
SPACE
(FOR REFERENCE
ONLY, NOT PART
OF THIS SITE
PLAN)
ALDI, INC
BUILDING SQ. FT.= 19,437
FFE=918.5'
X
X
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X X X X X
X
PROPOSED POND
NWL = 910.25
100 YR HWL = 913.27
>
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29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE LIGHTING PLAN
C-610
C-610 SITE LIGHTING PLAN
300 29782 C-610
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
0
SCALE IN FEET
30 60
PSH
PSH
JMF
L21C
MANUFACTURER/MODEL NUMBER
LIGHT FIXTURE SCHEDULE
STYLETYPE LAMPS REMARKS
Provide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being
listed as an acceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with
these specifications.
BUILDING MOUNTED WALL PACK MOUNT FIXTURE AT 9'-0" ABOVE FINISHED FLOORL21A
L31 SITE POLE SINGLE HEAD
RP LIGHTING #4424BA-17-3KACCENT CYLINDER MOUNT FIXTURE AT 14'-6" ABOVE FINISHED FLOORL2417W LED - 1,105 LUMENS
LITHONIA #WDGE2 LED P4 30K 80CRI VW MVOLT SRM DNAXDCANOPY MOUNT FIXTURE ON UNDERSIDE OF CANOPYL2235W LED - 4,357 LUMENS
BUILDING MOUNTED WALL PACK MOUNT FIXTURE AT 10'-0" ABOVE FINISHED FLOORL21B26W LED - 3,800 LUMENS
PROVIDE FIXTURE WITH DOWN LIGHT ONLY
Note: All light fixtures shall be full-cutoff fixtures, which do not allow light to be emitted above 90 degrees.
ARCHIPELAGO #LWPC 26 S3 N U S M1
L33
L34
NOT USEDL25
L32
POLE
SITE POLE DOUBLE HEAD @ 90 2@ 90 FIXED ARM MOUNT
25'-0" POLE
(2) 122W LED - 14,700 LUMENSGE CURRENT #EACL010F4AF750NDD1
GE CURRENT #SSS-H-25-40-B-2-PSS-S2
26W LED - 3,800 LUMENSARCHIPELAGO #LWPC 26 S3 N U S M1
POLE
FIXED ARM MOUNT
25'-0" POLE
122W LED - 14,700 LUMENSGE CURRENT #EACL010F4AF750NDD1
GE CURRENT #SSS-H-25-40-B-2-PSS-S2
LIGHT POLE DETAIL
N.T.S.1
FOOTCANDLE LEGEND
1.00 FOOTCANDLE LINE
2.00 FOOTCANDLE LINE
NOTE:
SEE ELECTRICAL PLAN FOR SITE ELECTRICAL LAYOUTL21B
L22
L22
L22
L22
L22
L22
L22L22L24L24L24
L24
L24
L21A
L31
L31
L31
L31
L32
L33
L33
POLE
SITE POLE TRIPLE HEAD @ 90 3@ 90 FIXED ARM MOUNT
25'-0" POLE
(3) 122W LED - 14,700 LUMENSGE CURRENT #EACL010F4AF750NDD1
GE CURRENT #SSS-H-25-40-B-2-PSS-S2
NOT USED
BUILDING MOUNTED WALL PACK MOUNT FIXTURE AT 12'-0" ABOVE FINISHED FLOORL21C26W LED - 3,800 LUMENSARCHIPELAGO #LWPC 26 S3 N U S M1
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938
29782
V7.0 ER
LINO LAKES, MN
ALDI Inc. Store #: 154
Drawing No.
ISG Project No.
Type:
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SHEET NOT VALID UNLESS THIS TEXT IS COLOR.
Inc.
(507) 333-9460(507) 333-9475 fax
4201 Bagley Avenue NorthFaribault, MN 55021
SITE LIGHTING
CATALOGUE PAGES
C-620
C-620 SITE LIGHTING CATALOGUE PAGES
300 29782 C-620
OTTER LAKE ROAD
LINO LAKES, MN 55038
ANOKA COUNTY
3100 MARKET STREET
SUITE 106
ROGERS, AR 72758
PHONE: 479.974.1601
ROGERS OFFICE
PSH
PSH
JMF
TYPES L21A, L21B, AND L21C TYPE L212 TYPE L24
TYPES L31, L32, AND L33
CITY SUBMITTAL SET #1 02/07/25
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
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
02/07/2025 55938