Planning Commission Packet - July 23, 2024
Planning Commission
Regular Meeting
&
Work Session
Agenda
Tuesday, July 23, 2024
6:30 PM
Elk River City Hall
▪ Regular meeting in Council Chambers
▪ Work Session meeting in Council Chambers immediately following regular meeting
1. CALL MEETING TO ORDER
2. CONSIDER AGENDA
3. CONSIDER MINUTES
3.1 Planning Commission Minutes - June 25, 2024
4. PUBLIC HEARINGS
An opportunity for the public to express their opinions and raise questions pertaining to the agenda item. All comments
become part of the official public record. For this reason, all comments must be made at the podium so they can be heard
and recorded. Comments may also be provided in writing. There will not be deliberations, discussions, or answers to
questions until the hearing is closed. It is important to be courteous and allow each presenter to comment before adding
additional testimony.
4.1 Conditional Use Permit: Religious Institution, 555 Railroad Drive - Harvest Intercontinental
Church
4.2 Conditional Use Permit: Truck Terminal with Outdoor Storage, 16234 Jarvis St. NW - The
Original Collins Brothers Auto, Truck & Towing
4.3 Preliminary Plat and Ordinance Amendment: Bradford Park South Development - Lennar Homes
5. GENERAL BUSINESS
Items in which the information is presented by city staff or consultants, then deliberation and action occur. General Business
items are not opportunities to receive or provide public input. However, the presiding officer may, at its sole discretion,
solicit public feedback.
5.1 Commission Bylaws: Planning Commission and Board of Adjustments
5.2 Downtown Plan: Select Commission Representative
6. COUNCIL LIAISON UPDATES
7. MOTION TO ADJOURN REGULAR MEETING
8. WORK SESSION – UPPER TOWN CONFERENCE ROOM
Work Sessions are less formal meetings to encourage dialog. Official action or votes are not typically taken. At the
conclusion of a discussion, a simple consensus provides staff direction for execution of the item. This portion of the agenda
is audio recorded but not video recorded or broadcast. Work Sessions are open to the public; however, visitors who wish
to provide input must be invited by the presiding officer, assume a seat at the discussion table and provide their full name
and address for the official record.
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The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
8.1 Concept Review: Holzem Rural Residential Development
8.2 Concept Review: The Specht Family Farm Housing Development
9. MOTION TO ADJOURN
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The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
4.1
Meeting Date
July 23, 2024
Prepared By
Chris Leeseberg, Senior Planner
Item Description
Conditional Use Permit: Religious Institution, 555
Railroad Drive - Harvest Intercontinental Church
Reviewed by
Zack Carlton
Action Requested
Recommend, by motion, approval of the Conditional Use Permit with the following conditions to satisfy the
standards set forth in Section 30-654:
1. A scaled site plan showing the 83 required parking stalls for all businesses operating on the property
must be submitted prior to beginning operation or issuing building permits.
2. The entire parking lot be re-striped based on the approved parking site plan.
3. Schedule a site visit with the Building Official and Fire Marshal to review the leased space and complete
any required building code updates.
4. A code analysis finding commercial building code compliance shall be prepared by an appropriate
registered professional, as required by condition #3.
Background/Discussion
The applicant is requesting a Conditional Use Permit (CUP) to operate a religious institution (church) at 555
Railroad Drive NW. The three properties comprise 1.8 acres and are zoned C1 – (Central Business District),
where churches require a CUP for approval. The church has a total of eight employees, including three
pastors and five other leaders who work as volunteers. The number of patrons will range between 45 and
57. Additionally, the property currently includes a business office, a medical facility, a commercial kennel, and
vacant space.
The proposed church will occupy approximately 2,885 sq.ft. of the 16,788 sq.ft. building. The property has
multiple access points on 3rd Street and Railroad Drive with approximately 67 parking stalls. To
accommodate all the businesses on site, the property needs to provide 83 parking stalls.
Hours of operation will be as follows:
• Sundays 7:00 a.m. – 2:00 p.m. Worship Service
• Wednesdays 6:00 p.m. – 9:00 p.m. Bible Studies
• Fridays 6:00 p.m. – 9:00 p.m. Prayer Meetings
• Saturday 6:00 p.m. – 9:00 p.m. Praise & Worship Practices
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Applicable Regulations
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediatevicinity or
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
As this religious institution will be operating within the existing structure and by providing additional parking
to meet ordinance requirements, the use will not endanger, injure or detrimentally affect the use and
enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort,
convenience or general welfare of the neighborhood or the city.
Staff recommends a scaled site plan showing the 83 required parking stalls for all businesses operating on the
property be submitted before the operation begins or permits are issued. Upon CUP approval, the entire
parking lot shall be re-striped based on the approved parking site plan.
2. Will be consistent with the comprehensive plan.
The property is guided as Mixed Use where this category contains all commercial and supporting uses located
in the historic core of the downtown as well as desired expansion areas to the west and north. Standalone
commercial, multi-family, and mixed use with commercial use on the ground floor and residential above are all
included in the mixed use category. The use is consistent with the Comprehensive Plan.
Staff do not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
The area is fully developed and, as there are no vacant lots, the proposed use will not affect development of
the surrounding area.
Staff do not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
The subject parcel utilizes public facilities and will be served adequately by and will not adversely affect
essential public facilities and services including streets, police and fire protection, drainage, refuse disposal,
water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or
interference with traffic on adjacent and neighboring public thoroughfares.
Staff do not see a need to impose specific conditions to satisfy this standard.
5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental
to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
With providing additional parking to meet ordinance requirements, the use will not involve uses, activities,
processes, materials, equipment and conditions of operation that will be detrimental to any persons or
property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
Staff do not see a need to impose specific conditions to satisfy this standard.
6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance.
There are no natural, scenic or historic features of major importance on the subject parcel.
Staff do not see a need to impose specific conditions to satisfy this standard.
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7. Will fully comply with all other requirements of this Code, including any applicable requirements andStandards for
the issuance of a license or permit to establish and operate the proposed use in the city.
While all commercial building permits require documents signed by a licensed architect, staff recommends the
following condition - a site visit with the Building Official and Fire Marshal to review the proposed lease space
and complete any required code updates documented.
The use will fully comply with all other requirements of this Code, including any applicable requirements and
standards for the issuance of a license or permit to establish and operate the proposed use in the city.
If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or
a report stating how the proposed use does not comply with the standards set forth in Section 30-654.
In the review of the standards for CUP as outlined and with the recommended conditions, it appears that the
request is consistent with all of these standards.
Financial Impact
None
Mission/Policy/Goal
Support the growth and development of the community.
Attachments
1. Location Map
2. Narrative
3. Site Plan
4. Aerial
5. Building Plan
6. Building Layout
7. Staff Site Plan 7-15-2024
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Harvest Intercontinental Ministries Unlimited
Elk River Church
12366 72nd Ct NE, Otsego, MN 55330
Email: harvestelkriver@gmail.com
June 10, 2024
Chris Leeseberg, Senior Planner
City of Elk River
Dear Mr. Leeseberg:
Below is the information requested to proceed with the CUP application process:
- Harvest Elk River church is a branch of Harvest Intercontinental Ministries
Unlimited which has more than 350 churches and fellowships planted in
Africa, Asia, Australia, Europe, South America and North America.
The Elk River branch seeks to Remove an existing wall and rebuild it on the
other side to expand the current space for the purpose of conducting
religious activities such as Church services, Bible Studies, Prayer meetings,
Workshops, Trainings etc.
- The number of patrons will range between 45 to 57 including children.
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- Hours of operation will be as follows:
i. Sundays 7am – 2pm, Worship Service
ii. Wednesdays 6pm – 9pm, Bible Studies
iii. Fridays 6pm – 9pm, Prayer Meetings
iv. Saturday 6pm – 9pm, Praise & Worship Practices
- The Church has a total of eight employees. Three pastors and five other
leaders who work as volunteers.
- The church has unlimited access to common areas including the parking
stalls at the property
We shall revert to the property owner concerning the site plan showing where
parking will be as well as the building plan showing dimensions and room labels.
Finally, the architectural plans have been drafted, signed by a licensed architect and
submitted to the city.
Please let us know if you have any questions.
Thanks.
Saykeh Glay
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The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
4.2
Meeting Date
July 23, 2024
Prepared By
Chris Leeseberg, Senior Planner
Item Description
Conditional Use Permit: Truck Terminal with
Outdoor Storage, 16234 Jarvis St. NW - The
Original Collins Brothers Auto, Truck & Towing
Reviewed by
Zack Carlton
Action Requested
Recommend, by motion, approval of the Conditional Use Permit with the following conditions to satisfy the
standards set forth in Section 30-654:
1. All outdoor storage shall follow Section 30-807 regarding screening.
2. The office hours of operation shall be limited to 7:00 a.m. – 6:30 p.m.
3. The parking and driveway area outside of the fenced area shall be bound by B612 curb and gutter.
4. All parking and driving areas must be finished with an approved surface – bituminous, concrete, or
compacted class 5.
5. All areas not identified for parking or driving areas shall be maintained as turf grass in accordance with
city standards.
6. A 100% opaque fence shall be installed on the west property line the entire length of the outdoor
storage area and along the perimeter that is visible from the right-of-way.
7. Written permission from the property owner to the west allowing the fence to be installed on the
shared property line shall be obtained.
8. Outside of short-term staging requirements, there shall be no storage of vehicles outside of the
approved storage area, to include the city street, exterior parking area, and landscaped areas.
9. Exterior doors and windows shall be closed when any service and maintenance occur to company
vehicles/equipment.
10. Staff approval of all site and civil plans.
11. A scaled site plan showing the 19 required parking stalls for all businesses operating on the property
must be submitted prior to beginning operation or issuing building permits.
12. The holding pond must be adequately sized to accommodate the needs of both parcels.
13. An easement or agreement must be prepared and recorded to outline the maintenance obligations
and grant both property owners’ access to the holding pond. Permits will not be released until this
easement has been signed by both property owners and recorded.
Background/Discussion
The 2.5-acre property is zoned I-3 (General Industrial) where truck terminals and outdoor storage require a
Conditional Use Permit (CUP). The applicant is seeking a CUP to construct a 11,250 square foot (75' by 150')
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post frame prefinished metal sided building to house the current and future operations of the business and
replacing the existing structures. The new building will be utilized for vehicle/equipment storage, service,
maintenance, and office space. Inside and outside storage is also being proposed.
Office hours are 7:00 a.m. - 6:30 p.m. Monday through Friday, and only by appointment on weekends. They
currently have 12 full-time and 4 part-time employees.
Site improvements include drive lanes, parking, and impound/storage areas screened with 100% opaque
fencing with all circulation outside of the screened fencing on bituminous or concrete surfaces, with curb and
gutter. The inside of the fenced area will be finished with either bituminous, concrete, or compacted Class 5
materials.
The property has two access points, one on Jarvis Street and a second on 163rd Avenue and requires 19
parking stalls. The site plan shows 13 parking stalls.
The applicant is collaborating with the neighboring property to the west on a shared holding pond that will
span both parcels and serve both properties. If this plan proceeds, the pond must be adequately sized to
accommodate the needs of both parcels. Additionally, an easement must be recorded to grant both property
owners access to the pond and outline the maintenance responsibilities.
The residential structure remains in use as a residence and is permitted under the I-3 zoning district.
However, it exceeds the size allowed by ordinance but can continue as a legal non-conforming structure.
Applicable Regulations
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediatevicinity or
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
The properties west of Jarvis Street in the area are also zoned industrial with the properties east of Jarvis,
located in Ramsey, zoned residential. Nearby parcels are developed as outdoor storage, mini-storage, other
industrial uses, and the Youth Athletic Complex. The use will not endanger, injure or detrimentally affect the
use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort,
convenience, or general welfare of the neighborhood or the city.
Staff do not see a need to impose specific conditions to satisfy this standard.
2. Will be consistent with the comprehensive plan.
The property is guided as Industrial. The industrial use category includes both heavy and light industrial
businesses such as manufacturing, warehousing, and excavation. These uses are primarily located off of
Highway 169, Highway 10, and the BNSF Railroad which provide easy access for the transferring of goods
throughout the region. The use will be consistent with the comprehensive plan.
Staff do not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
Three of the four adjacent parcels are developed and include outdoor storage and the adjacent vacant parcel
is owned by the same property owner as one of the outdoor storage parcels. Nearby parcels are developed
as outdoor storage, mini-storage, other industrial uses, and the Youth Athletic Complex. The use will not
impede the normal and orderly development and improvement of surrounding vacant property.
Staff do not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
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If the public street/right-of-way is not utilized for the applicants’ operations, the use will be served adequately
by and will not adversely affect essential public facilities and services including streets, police and fire
protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular,
create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
Staff recommends outside of short-term staging requirements, there shall be no storage of vehicles outside of
the fenced area, to include the city street, exterior parking area, and landscaped areas.
5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be
detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust
or vibrations.
The proposed additional building is intended to be utilized to move much of their operation indoors and out
of sight. Noise generated by vehicle maintenance could adversely impact the residential neighbor to the east.
With the recommended conditions, the use will not involve uses, activities, processes, materials, equipment
and conditions of operation that will be detrimental to any persons or property because of excessive traffic,
noise, smoke, fumes, glare, odors, dust, or vibrations.
Again, staff recommend there shall be no storage of vehicles outside of the fenced area and exterior doors
and windows shall be closed when any service and maintenance occur to company vehicles/equipment.
6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance.
There are no scenic or historic features of major importance on the subject parcel. Areas outside of parking
and driving areas likely will be disturbed with construction.
Staff recommends all areas not identified for parking or driving areas shall be restored and maintained as turf
grass in accordance with city standards.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and Standards for
the issuance of a license or permit to establish and operate the proposed use in the city.
The use will fully comply with all other requirements of this Code, including any applicable requirements and
standards for the issuance of a license or permit to establish and operate the proposed use in the city.
All parking and driving areas must be finished with an approved surface – bituminous, concrete, or compacted
Class 5. The parking and driveway area outside of the fenced area shall be bound by B612 curb and gutter.
If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or
a report stating how the proposed use does not comply with the standards set forth in Section 30-654.
Financial Impact
None
Mission/Policy/Goal
Support the growth and development of the community.
Attachments
1. Narrative
2. Location Map
3. Site Plan
4. Overlay
5. Architectural Drawings
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CU 24-12 and V 24-09 Narrative
We respectfully request consideration of a Conditional Use Permit for the truck terminal and outside storage
required by city code as well as a zero lot line Variance for the Original Collins Brothers Auto Truck &
Towing Center project to continue to house the company’s operations currently existing at the site since
February 25th 1999. The project will include the construction of a 12,150 square foot 75' by 162' post frame
prefinished metal panel sided building to house the current and future operations of the existing business
replacing the functional and aesthetic obsolescent existing structures. Included will be offices, management
facilities, staff service areas, repairs & maintenance, as well as inside and outside storage. The facility would
continue to be served by updated private well and septic systems as there are no city services available. Usual
and customary office hours are proposed to be limited to 7:00 am to 6:30 pm. The business currently
employs +/- 12 full time and 4 part time employees.
Site improvements include drive lanes, parking, impound/storage areas screened with 100% opaque fencing.
All traveled areas outside of the facilities screened fencing will be bituminous or concrete surfaces, with curb
and gutter. Parking, driving areas, impound, and storage areas within the fenced in facility will be finished
with either bituminous, concrete, or compacted Class 5 materials. Non-improved areas will be maintained as
turf grass and/or managed native/naturalized landscaping. Outside of short-term staging requirements
inherent with the operation of the facility, there will be no storage of vehicles outside of the approved storage
areas, to include the city streets, parking areas outside of the screened fencing, and any landscaped areas. A
stormwater retention pond would also be constructed in conjunction and to include the required joint
stormwater management of the adjoining property to the West. This joint stormwater management will
significantly increase the highest and best use opportunity for both properties. The joint stormwater facilities
serving the two properties would be subject to a maintenance agreement to provide for the maintenance of
the stormwater facilities.
A variance is also requested to utilize zero lot line setbacks to the 11th Hour Property immediately adjoining
to the West in order to utilize both lots for a semi-conjoined “back-to-back” parking and storage plan/design.
The scope of the variance is also requested to include zero lot line setbacks on a portion of the South
property line to allow for a zero lot line access driveway location, allowing for the placement of the future
driveway on the South property back to back minimizing drive access to Jarvis
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Case No: CU 24-12, V 24-10
Conditional Use Per mit
Variance
Collins Brothers Towing
SITE
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Wall Layout
Job: COLLINS BROTHERS TOWING
Date: 5/14/2024
Time: 1:23 PM
LOW E GLASSLOW E GLASSLOW E GLASSLOW E GLASS150'22' 6"12'30'12'22' 6"150'75'9'12'18' 1 1/2"18'3' 0 1/2"3' 3 3/4"18'8' 3"18'3' 3 1/4"6'18'15'4' 0 7/16"13' 6 3/8"10' 1 3/4"9' 9 7/16"9' 9 15/16"10' 1 1/4"13' 6 3/8"4' 0 7/16"15'18'18'17' 3"18'3' 7"3' 7"18'11' 7"18'9'60' 11 1/4"14' 0 3/4"75'162'
75'x150'12'x30'
Mechanical
Break Room
Sink wallStorage
Shop
Restroom
Office
Restroom
ReceptionStairsOffice
Office
Office
18'x14' OH18'x14' OH18'x14' OH
18X14' OH 18'x14' OH
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https://postframesolver.azurewebsites.net:443/Framer/Viewer?key=F3XKIXA04IDLW9D9VHAY2H3ORP5BZY9F
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COLLINS BROTHERS TOWING
Elk River, MN
{ 5/14/2024
PO Box 34 • Becker, MN 55308
Phone: 763-286-7332
bb-built.com
MN License #782910
BUILDING SPECIFACTIONS:
75'W X 150'L X 18'H
ATTACHED BUILDING DETAIL:
A - Porch - Gable - 4/12 - 30'x12' - 10' Ceiling - 0' 4" deep
slab - 1' OH - Front of Main Building
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Left Elevation
Job: COLLINS BROTHERS TOWING
Date: 6/10/2024
Time: 2:19 PM
Custom Walkdoor 3'w x 7'hCustom Walkdoor 3'w x 7'h
Custom Overhead 18'w x 14' 6"h Custom Overhead 18'w x 14' 6"h Custom Overhead 18'w x 14' 6"h
PLYCO Series 92 Left Out swing with 8 1/4" jamb White PLYCO Series 92 Left Out swing with 8 1/4" jamb White
THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-White
THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-White THERMO-TECH 48"X36" Fixed LOW E GLASS Color-WhiteTHERMO-TECH 48"X36" Fixed LOW E GLASS Color-White
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Front Elevation
Job: COLLINS BROTHERS TOWING
Date: 6/10/2024
Time: 2:19 PM
3.5/123.5/12
PLYCO Series 92 Left In swing with 8 1/4" jamb White PLYCO Series 92 Left In swing with 8 1/4" jamb WhiteCustom Walkdoor 3'w x 7'h Store Front Door Double
THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-White THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-White THERMO-TECH 48"X48" Slider LOW E GLASS Color-White
THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-White 4/124/12
19' 0 5/8"11' 6 1/4"19' 0 5/8"11' 6 1/4"11' 1 11/16"5' 4"11' 1 11/16"5' 4"Page 31 of 103
Right Elevation
Job: COLLINS BROTHERS TOWING
Date: 6/10/2024
Time: 2:19 PM
Custom Walkdoor 3'w x 7'hCustom Walkdoor 3'w x 7'hCustom Walkdoor 3'w x 7'hCustom Walkdoor 3'w x 7'hCustom Walkdoor 3'w x 7'h
Custom Overhead 18'w x 14' 6"hCustom Overhead 18'w x 14' 6"h
PLYCO Series 92 Left Out swing with 8 1/4" jamb White
THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-White
THERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X48" Slider LOW E GLASS Color-WhiteTHERMO-TECH 48"X36" Fixed LOW E GLASS Color-White THERMO-TECH 48"X36" Fixed LOW E GLASS Color-WhiteTHERMO-TECH 48"X36" Fixed LOW E GLASS Color-White
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Back Elevation
Job: COLLINS BROTHERS TOWING
Date: 6/10/2024
Time: 2:19 PM
4/12 4/12
Custom Walkdoor 3'w x 7'h
3.5/12 3.5/12
PLYCO Series 92 Left In swing with 8 1/4" jamb White19' 0 5/8"11' 6 1/4"19' 0 5/8"11' 6 1/4"11' 1 11/16"5' 4"11' 1 11/16"5' 4"PLYCO Series 92 Left Out swing with 8 1/4" jamb White
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The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
4.3
Meeting Date
July 23, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Preliminary Plat and Ordinance Amendment:
Bradford Park South Development - Lennar Homes
Reviewed by
Chris Leeseberg
Action Requested
Recommend, by motion, approval of the Preliminary Plat of Bradford Park Development South, with the
following conditions:
1. Council approval of an ordinance amendment expanding the PUD district for Bradford Park.
2. All access with County Road 40 shall meet Sherburne County’s access management guidelines.
3. Streets and access must comply with MN State Fire Code Chapter 5 and Appendix D.
4. Staff approval of all site, utility, engineering, and landscaping plans.
5. Submit an updated phasing plan outlining the anticipated subdivision additions.
6. Hydrants must be spaced to ensure all portions of a residence are within 250 feet of a hydrant.
7. All watermains shall be looped. Dead-end watermains are not permitted.
8. State and local approval of all wetland permits related to the wetland impacts.
9. Construct trails and trail connections as recommended by the Parks and Recreation Commission.
10. Mailboxes shall be clustered.
11. Driveways shall be limited to 20 feet wide at the property line or the entire distance between curb &
sidewalk.
12. All buildable lots shall include a drainage and utility easement for areas within the 45-foot wetland
setback or within 45 feet of the OHW for stormwater ponds.
13. Grading for trails along the pond shall be designed to minimize impacts to existing grades and
vegetation.
14. At least one mid-block connection along Road H must be added to improve connectivity to the trail
around the pond.
15. Landscape plans shall identify an overstory tree in the front yard of every parcel and no more than
four of the same tree species shall be on adjacent lots.
16. A sign noting “future through street” shall be posted at all temporary dead-end streets.
Recommend, by motion, approval of an ordinance amending Sec. 30-1600 to include the additional land
included in the Bradford Park PUD.
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Background/Discussion
The applicant, US Home LLC, (Lennar) has submitted a proposal to expand the Bradford Park Development
across the pond and to Cleveland Street (CR 40). Previous approvals included 314 single-family homes and
focused on the area west of the pond. The new proposal would develop the entire area and include 119
additional lots, bringing the total lot count of Bradford Park to 433 single-family homes. The current proposal
differs from the previous project in that it no longer includes townhomes or private streets. All of the lots are
now detached single-family units with lots between 55 and 65 feet wide.
Comprehensive Plan
The Comprehensive Plan guides the project area for Mixed-Residential Neighborhood Uses. This designation
consists of neighborhoods with multiple housing types, including detached single-family homes, townhomes,
villas (patio homes) etc.
The current proposal consists of two different detached single-family lot sizes and no longer includes
townhomes. This is a departure from the Comprehensive Plan which contemplates a range of housing types
with the intent of improving affordability. The Planning Commission should consider whether the current
proposal meets the intent of the Comprehensive Plan. Additional density and housing types could be required,
as is noted in the approved plans.
Streets and Trails
The current project connects to previous approvals via the pond crossing that is 185th Ave. This crossing was
included in the original approval and the location does not change. There is one additional street connection
to Cleveland St, which will need to be modified to meet Sherburne County’s access spacing guidelines. The
county recommends this access be converted to a ¾ access, limiting left-turn out movements.
As the proposed city streets comply with city standards, parking will be permitted on both sides of the street.
Previous documents, along with the EAW, included a parking analysis demonstrating sufficient on-street
parking, beyond what is provided on the driveways.
All proposed city streets include a sidewalk along at least one side of the street. The development’s feature
trail around the pond is shown as part of this phase. This trail includes connections to city sidewalks and the
planned city park. Staff recommend adding at least one mid-block connection from Road H to the trail around
the pond. The only access shown on the existing plan is from the pond crossing at 185th Ave.
Parcel Design and Layout
The lot widths of 55 feet and 65 feet are both below the city standard of an 80-foot-wide single-family lot, but
are consistent with what was approved in the first phase of Bradford Park. The city has approved a number of
other projects with 65-foot lots, Miske Meadows and Twin Lakes Estates as nearby examples, but the first
phase of Bradford Park is the only subdivision with single-family lots at 55-feet wide.
Concerns with smaller lots noted during previous discussions include parking and distance between
structures. The parking analysis provided by the applicant shows ample street parking and the PUD ordinance
for Bradford Park limits driveways to 20-feet wide in an effort to maintain street parking.
Proposed setbacks are as follows:
Front Yard 25 feet (30 feet is the R-1c standard)
Corner lots reduced to 20 feet on non-address street
Side Yard 7.5 feet (5 and 10 feet are standard)
Rear Yard 20 feet (20 feet is the standard)
To avoid multiple similar homes being constructed near one another, the PUD includes and internal
monotony code to improve visual diversity along the streets.
Page 35 of 103
Engineering and Utilities
The engineering plans continue to be reviewed for consistency with city standards, and for concerns related
to future public ownership of public improvements. Concerns will be discussed with the developer.
The subdivision is located within the urban service area and all parcels will be served by city sewer and water.
In addition to sewer and water, stormwater infrastructure includes a network of stormwater basins and pipes
to ensure the project complies with state and local requirements. Upon acceptance of the public
improvements, staff will also require the outlots with completed stormwater features to be deeded to the
city.
Landscaping
The provided landscape plan includes a variety of overstory, evergreen and ornamental trees planted
throughout the development. Ordinance requires two trees per residential lot, one of which must be an
overstory (shade) tree. Staff recommend improving the variation of the trees planted along the city street to
minimize future disease/insect concerns. Plans should be updated to show that no more than 4 of the same
species will be planted along abutting lots or across the street. Similar to the internal monotony code applied
to home designs and facades.
Applicable Regulations
Preliminary Plat
City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat.
1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all
respects with all requirements of this Code, including the zoning regulations and this article.
Previous discussions and approvals regarding Bradford Park included a rezoning of the current project area to
Planned Unit Development (PUD). This rezoning has been recorded and the area is also included in the PUD
ordinance governing this subdivision. The PUD ordinance will need to be updated to include any changes to
the plans, documents, and standards.
Provided city ordinances are amended to include the expanded PUD, and recommended conditions are
included, the proposed subdivision is consistent with all zoning regulations.
2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans,
including, but not limited to, the city's comprehensive development plan.
The Comprehensive Plan guides the project area for Mixed-Residential Neighborhood Uses. This designation
consists of neighborhoods with multiple housing types, including detached single-family homes, townhomes,
villas (patio homes) etc.
Staff have noted that the proposed project no longer includes townhomes, which may not achieve the goals of
the Comprehensive Plan by limiting housing diversity. The Planning Commission should discuss this change as
part of their review.
3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to
erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and
uses contemplated.
The physical characteristics of the site support the proposed use. The wetland impacts will be reviewed by
the city and state through the established review process. Stormwater features, including a network of pipes
and basins, will ensure water leaving the site, and flowing on to adjacent properties, is generally consistent
with present day metrics.
Additionally, the applicant completed a thorough review of the site through an Environmental Assessment
Worksheet (EAW) and all state and local entities have had an opportunity to comment on the project’s
Page 36 of 103
impact. With the removal of the townhomes, the unit count has decreased by 100 dwelling units, reducing
traffic impacts and demands on city services.
4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation,
erosion control and all other services, facilities and improvements otherwise required in this article.
The subdivision includes public utilities and stormwater infrastructure that meets city requirements.
Additional permits required to comply with erosion control standards are a required and must be secured
prior to building permit issuance.
5. The proposed subdivision will not cause substantial environmental damage.
The wetland impacts have been and continue to be under review. Approval of those impacts is included as a
condition of approval. The development is also required to comply with setback standards outlined in the
ordinance as they relate to wetlands and stormwater ponds.
6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a
court.
There are no conflicts with easements of record.
7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring
land.
The project abuts a large-single family parcel on three sides. The parcel is accessed via an existing driveway
along Cleveland St, and a future road connection (Road K) would provide internal access to the site. The
parcel remains developable and the applicant has submitted a ghost plat showing the potential use of the site
for single-family development.
8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists:
a. Lack of adequate stormwater drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary sewer systems.
d. Lack of adequate off-site public improvements or support systems.
The subdivision is not premature as the above conditions have been provided for.
In reviewing the standards for approval of a Preliminary Plat, the proposed project meets the standards, and is
recommended for approval with the outlined conditions.
Financial Impact
None
Mission/Policy/Goal
Meet changing needs - agile.
Opportunity to live, work, and play.
Support the growth and development of the community.
Attachments
1. Location Map
2. Bradford Park South Plans
3. Bradford Park - Park and Trail Exhibit
4. Ghost Plat of Adjacent Lot
5. Sherburne County Comments
6. Bradford Park PUD Ordinance
Page 37 of 103
Page 38 of 103
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 1 TITLE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 1 TITLE (PPLAT-SE).DWGBRADFORD PARK DEVELOPMENT SOUTH
ELK RIVER, MINNESOTA
PROJECT INDEX:
OWNER:
LENNAR HOMES
16305 36TH AVENUE NORTH
PLYMOUTH, MN 554466
PROJECT
ADDRESS / LOCATION:
S36 T33N R26W
SHERBURNE COUNTY
ELK RIVER, MINNESOTA
PROJECT MANAGER: JERREMY FOSS
EMAIL: JERREMY.FOSS@ISGINC.COM
LENNAR HOMES
ISG PROJECT # 22-26553
PROJECT LOCATION
B.M. ELEVATION=950.10
TNFH SW QUADRANT AT THE
INTERSECTION OF TWIN LAKES PKWY
AND 188TH AVE NW
MANAGING OFFICE:
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 INPLACE 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 INPLACE
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, MINIMUM 2 BUSINESS
DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION
(1-800-252-1166).
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 THE 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.
SPECIFICATIONS REFERENCE
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF ELK
RIVER REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS
FOR CONSTRUCTION, 2020 EDITION, AND THE STANDARD
SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND
WATERMAIN AS PROPOSED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA 2018, UNLESS DIRECTED
OTHERWISE.
PROJECT DATUM
HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE
NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT
(NAD83(1996)) ON THE SHERBURNE 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.
TOPOGRAPHIC SURVEY
THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS
OF DATA COLLECTED IN MARCH 2022 BY ISG.
PROJECT GENERAL NOTES
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINE
QUARTER SECTION LINE
RIGHT OF WAY LINE
PROPERTY / LOTLINE
EASEMENT LINE
CULVERT
WATER EDGEW
WET WETLAND BOUNDARY
WETLAND / MARSH
WATER
FENCE LINEXXXX
UT
STORM SEWER
SANITARY SEWER>
SANITARY SEWER FORCEMAIN<IICONTOUR (MAJOR)
I
UNDERGROUND TELEPHONE
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
FBO 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 TVUTV
GASG
CONTOUR
MANHOLE (STORM, SANITARY)
CATCH BASIN
HYDRANT
VALVE
EASEMENT
RIGHT OF WAY
>>
>>
>>
>>
STORM SEWER (PIPE WIDTH)
1015
LOT LINE
SANITARY SEWER (PIPE WIDTH)
OVERHEAD UTILITYOHL
UNDERGROUND UTILITY UTL
0
SCALE IN FEET
2000 4000
ABBREVIATIONS:
LOCATION MAP
N
S
W E
35OF
-
2024/06/24
22-26553
1 TITLE SHEET
---- ---- 1
1
PRELIMINARY PLAT
ELK RIVER MINNESOTA
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
TITLE SHEET
TTK
TTK
TJW, JDF
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
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
F/L FLOW LINE
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
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
LFE LOWEST FLOOR ELEVATION
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
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
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
181ST AVE NW CLEVELAND RD NW (COUNTY 40)TWIN LAKES RD NWSTATE HWY 169STATE HWY
10MISSISSIPPI RIVERCITY OF
ELK RIVER
BAUGH ST NW (COUNTY 22)SHEET INDEX
1 TITLE SHEET
2 OVERALL SITE PLAN
3 SITE DETAILS
4 SITE DETAILS
5 SITE DETAILS
6 SITE DETAILS
7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
10 SWPPP DETAILS
11 EXISTING SITE & REMOVALS PLAN
12 EXISTING SITE & REMOVALS PLAN
13 EXISTING SITE & REMOVALS PLAN
14 OVERALL PRELIMINARY PLAT
15 PRELIMINARY PLAT
16 PRELIMINARY PLAT
17 PRELIMINARY PLAT
18 SITE PLAN
19 SITE PLAN
20 SITE PLAN
21 UTILITY PLAN
22 UTILITY PLAN
23 UTILITY PLAN
24 GRADING PLAN
25 GRADING PLAN
26 GRADING PLAN
27 PLANTING PLAN
28 PLANTING PLAN
29 PLANTING PLAN
30 PLANTING DETAILS
31 PLANTING SCHEDULES
32 OVERALL WETLAND IMPACTS PLAN
33 DETAILED WETLAND IMPACTS PLAN
34 DETAILED WETLAND IMPACTS PLAN
35 DETAILED WETLAND IMPACTS PLAN
Page 39 of 103
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BASIN A
BASIN B
BASIN C
BASIN F
BASIN D
BASIN E
BASIN G
BASIN H
BASIN I
BASIN J
BASIN K
BASIN L
BASIN O
BASIN N
BASIN M
BASIN P
BASIN Q
BASIN R
BASIN X
BASIN W
BASIN S
BASIN T
BASIN U
BASIN V
187TH AVE
185TH A
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186TH AVE
185
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BROOKCOUNTY HIGHWAY NO. 40LIC. 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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 2 OVERALL (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 2 OVERALL (PPLAT-SE).DWG 35OF
2
-
2024/06/24
22-26553
2 OVERALL SITE PLAN
---- ---- 2
ELK RIVER MINNESOTA
OVERALL SITE
PLAN
0
SCALE IN FEET
200 400
TTK
TTK
TJW, JDF
DEVELOPMENT REGULATIONS (PUD)
SINGLE FAMILY LOTS
FRONT SETBACK 25'-0"
SIDE SETBACK 7'-6"
REAR SETBACK 20'-0"
CORNER SETBACK 20'-0"
SITE DATA
ZONING:PUD-PLANNED UNIT DEVELOPMENT
2040 LAND USE:LOW DENSITY RESIDENTIAL
GROSS AREA:11,008,851 SQ. FT / 252.73 AC
GROSS SITE
DENSITY:433 / 252.73 = 1.71 DUA
WETLAND AREA:2,297,122 SQ. FT / 52.73 AC.
WETLAND IMPACTS:117,327 SQ. FT / 2.69 AC
NET WETLAND
AREA:2,179,795 SQ. FT / 50.04 AC
*NET AREA:8,711,729 SQ. FT / 200.00 AC.
NET SITE DENSITY:433 / 200.00 = 2.17 DUA
PROPOSED ROW:1,195,110 SQ. FT / 27.44 AC.
ROAD EASEMENT:0 SQ. FT / 0 AC.
OUTLOT AREA:5,634,745 SQ. FT / 129.36 AC.
**LOTS AREA:4,178,996 SQ. FT / 95.94 AC.
IMPERVIOUS %22.0% COVERAGE
TRAILS:9,845 LF
*NET AREA = GROSS AREA - WETLAND AREA
**LOTS AREA = GROSS AREA - PROPOSED ROW - ROAD EASEMENT
- OUTLOT AREA
SITE SUMMARY
LOT TYPES UNIT COUNT TYPICAL
LOT WIDTH
TYPICAL
LOT DEPTH
TYPICAL LOT
AREA
MIN. 55' SINGLE FAMILY LOTS 53 55'130'7,150 SF
MIN. 65' SINGLE FAMILY LOTS 66 65'130'8,450 SF
TOTAL UNITS 119
NOTE: DENSITY IN THE CALCULATIONS ABOVE IS INCLUDING THE ENTIRE
SITE INCLUDING THE PREVIOUSLY APPROVED PLAT AREA.
NOTE: SITE SUMMARY TABLE ONLY REFLECT NEW PRELIMINARY PLAT AREA.
PREVIOUSLY APPROVED PLAT
Page 40 of 103
TYPICAL STREET SECTION - SIDEWALK RIGHT
NTS
6
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE 6' SIDEWALK 1'
INSITU SOILS, TYP.
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
4" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
4" SUBDRAIN (SEE DETAIL)
TYPICAL STREET SECTION - SIDEWALK LEFT
NTS
1'
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE6' SIDEWALK 6'
INSITU SOILS, TYP.
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
4" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
4" SUBDRAIN (SEE DETAIL)
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
3
-
2024/06/24
22-26553
3 SITE DETAILS
---- ---- 3
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 41 of 103
1 1/2"8"2 1/2"COMPACTED SUBGRADE
AGGREGATE BASE
BITUMINOUS NON-WEAR COURSE
MnDOT SPEC 2360,
BITUMINOUS WEAR COURSE
MnDOT SPEC 2360,
BITUMINOUS PAVEMENT
NTS18"GRANULAR SUBBASE
GEOTEXTILE FABRIC
MnDOT CLASS 5
TYPE SPNWB230C
TYPE SPWEA240C
ST117
MIRAFI 500X
MNDOT 3149.2 B
CONCRETE SLAB (MIN 4000 PSI)
AGGREGATE BASE
5"6"COMPACTED SUBGRADE
CONCRETE SIDEWALK
NTS
MnDOT CLASS 5
ST165 2 1/2"6"COMPACTED SUBGRADE
AGGREGATE BASE
BITUMINOUS COURSE
MnDOT SPEC 2360,
A
A
SLOPE VARIES
SLOPE V
A
R
I
E
S
SEE PLAN
SECTION A-A
TYPICAL TRAIL SECTION
NTS ST950
MnDOT CLASS 5
TYPE SPWEA240C
1.5%
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
4
-
2024/06/24
22-26553
4 SITE DETAILS
---- ---- 4
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 42 of 103
30'25' FRONT SETBACK
25' LEVEL PAD 35' SLOPED PAD
10'
15'10'
60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)3'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN
6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)LOWEST FLOOR ELEVATION (LFE)
SINGLE FAMILY FULL BASEMENT (FB)
3.0' HOLD DOWN
NTS
FINISHED PAD GRADING
30'25' FRONT SETBACK
25' LEVEL PAD 35' SLOPED PAD
10'
15'10'
60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)
SINGLE FAMILY LOOKOUT (LO)
2.5' HOLD DOWN
NTS
2:1
M
A
X
FINISHED PAD GRADING
LOWEST FLOOR ELEVATION (LFE)
30'25' FRONT SETBACK
25' LEVEL PAD 35' SLOPED PAD
10'
15'10'
60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN
6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)
SINGLE FAMILY WALKOUT (WO)
2.5' HOLD DOWN
NTS
2:1
M
A
X
LOWEST FLOOR ELEVATION (LFE)
FINISHED PAD GRADING
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
5
-
2024/06/24
22-26553
5 SITE DETAILS
---- ---- 5
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 43 of 103
55'
7.5' SIDE SETBACK
7.5' SIDE SETBACK
(20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK40'55'UTILITY EASEMENT
BUILDING PAD 130'LOT AREA: 7,150 SF
LOT LINE, TYP
℄ STREET
65'
7.5' SIDE SETBACK
7.5' SIDE SETBACK
(20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK50'60'UTILITY EASEMENT
BUILDING PAD
FUTURE DRIVEWAY.
FINAL LOCATION AND
SHAPE DEPENDANT ON
FLOOR PLAN CHOSEN.130'LOT AREA: 8,450 SF
LOT LINE, TYP
RIGHT OF WAY, TYP
℄ STREET
SIDEWALK, IF ON SAME
SIDE OF STREET
55' SINGLE FAMILY
TYPICAL LOT LAYOUT
65' SINGLE FAMILY
TYPICAL LOT LAYOUT
FUTURE DRIVEWAY.
FINAL LOCATION AND
SHAPE DEPENDANT ON
FLOOR PLAN CHOSEN.
RIGHT OF WAY, TYP
SIDEWALK, IF ON SAME
SIDE OF STREET 10'10'OPTIONAL REAR DECK
OPTIONAL REAR DECK
20' AT CURB LINE 20' AT CURB LINE
BUILDING SETBACK BUILDING SETBACK
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
6
-
2024/06/24
22-26553
6 SITE DETAILS
---- ---- 6
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 44 of 103
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26GRANT ST
186TH CIR
185
T
H
A
V
E
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
234
235
211209
314
310 309
308
307
COUNTY HIGHWAY NO. 40WW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W COUNTY HIGHWAY NO. 40890890900900910 9109209
2
092092092092
0920 9209209309309
3
0930 9
3
0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691
69189
1
8 918918918918 9
1
8922922922922922 9229229
2
4924924 9
2
4 9249269
2
6926926926 9269269
2
8 928 9289289289329329329329
3
4 9349369369009009
1
0 9109209209209209
2
0 92092092092093089
2 892894 894896896898898902902904904904904904904 904904904904 9
0
690690
8 9089129
1
2
912
91
491491
4914 9149
1
4
9
1
4 91491491691
6 916 9189
1
8 9189189189
2
2 922922922 922922922924924924926926926928932932932932932932932934934934934
890890890890900900 90
0 900910910910 9109109109209209209209209
2
0920 92088888889289
2892 892894894 896896 898898898898 9
0
2
902 902902904904904904 906906908 908912912912912912912 91291491491491491491
4 914916916916916916 916916916916916916916 9
1
89189189189189189
1
8
9
1
8 9229229249249269269269269
2
6 926890890 900 910920920 92092
0
93
0 93094094
0940 94088288288288288488488688688888889289289489489689689890290
2902 9049049049
0
4
9
0
4 906 908 9129149149169169169169
1
8 91891891892
2
9229249249269269289289289289329329349349369
3
6936 9369389
3
8
9
3
8938 9389
3
8938938938938942942
890900910 920920930930930 9309409408828848868888928948968989029
0
2 902904904904 90490490
6
9
0
8 9129149169189229
2
29249249269269289289289289289289329329349349349349369
3
6
93
8 9389429429
4
2942942 9429429429429429429
4
294294
29429429
4
2942942942880880
890
890900
900910920
930
930930
882882
884
884
886886888
888
892892
894
894896
896898
898902902
904904
9069069
0
6906906908912
912
912912912912
912
914
914
914
916918922924926
9289329
3
2
932
932
93293
2
932
932932932
89089
0
900
900
910
920
930
930
892892894
894896
896
898
898
90
2
9
0
2
902902904
904
90690690690
6
906906906906906
9069069
0
6
906
906908912
914914
9
1
4
91491
4
916
918
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
890890
900
900910910920
9
2
0920920920
92
0
930
930930886
886
886886
888888
892
892
894
894
896
896
898
898
90290
290490490490
4
904904904
904904904
90
6
90
6
906906908
908
912
912914
9149169169189
1
8918
918
922
922922
922924924924
924
926926926
9
2
6926
926
92892893293
293293
2
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6 89089090090091091
0910
920
9309
3
0
930
9309308848848868868888888928928948948968968988989029029049069
0
690690690690
6
906
9089129
1
2
912
914916
918
922
924926
928
932934936938 900910920920
920
9
2
0
92
0920
920
930940
94090290490490490
4904
906908912914914914914
9149149
1
4
916
916916916
91691
6
916
916
9
1
6
916916916
916
916
916
918
91
8
9
1
8
918
918
9189189
1
8
91891891891
8918918
91892292
2
922
924
924924924
924
926
926
926
928
928928928928
932
934
936936936
93
8
942942942
942
942
942942
942942942
920
920
9
2
0
920920920
920
920
93
0
9
3
0
940
94091
4
914
91491491
4
914914914914914916
916916
916918
918
922
922
92
2
922
92
2
92292
4
924924924
924
924
926
926
926
926
928
928
928
92
8
932934
936
936
936
936936936
936
938938
938
938938
938938
938
942
942944944
920
920920920920
920
92
0
9
2
0
920
9
2
0
920
920
920
914914
916
916
916916
918
918
918
918918
918918918
922
9229229249249249
2
49249249249
2
4
924 924926920
912
912914
914914914916918
922924926
9109109209209089089129129149149169169189189229
2
2
9249109109
1
2
912914916916916
900896898 902 904 906
900
898
902
904
906
LS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>920
914 916 918 922924926920
922
924
926
92
8
930940 926928932934936938
942944930
928
932
930
928
932
934
936912914916918910
904
906
908
910902904906908910912
914916906908908920
922
924
920916
918
9
2
2 920930922924926928918
912914914
916
918
918
91
8
920
918
922
924
926
9309269289
3
2
934920922924926930
926
928906908
906
908 SFSFSF
SF
SF
SFSFSF
SF SFSF SFSFSF SFSFSF SFSFSFSFSF
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 4 SWPPP (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF
7
-
2024/06/24
22-26553
7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
---- ---- 7
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
RANDOM RIPRAP, CLASS III
SILT FENCE, PREASSEMBLED
STORM DRAIN INLET PROTECTION
SEDIMENT CONTROL LOG
ROCK CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY 30
TURF REINFORCEMENT MAT, CATEGORY 70
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)
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: EROSION CONTROL PLAN COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE
INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE
REQUIREMENTS OF THIS PLAN, INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION
OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF
EACH UTILITY.
SF
101
100
101
100
ROCK CONSTRUCTION EXIT, TYP.
CONCRETE WASHOUT, TYP.
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 45 of 103
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029
0
2 902902 904904904 90490490490
4904 90
6906906
9
0
8 912914916918922924926928928928 932 934934934 936938
9009109109109
2
0 92092
0 920920930940894 8968989029049049
0
4 90490
4 9069069069069069
0
6
90
6906 9
0
6 906906908 908908912912912914914914916916 9169
1
8 9189189229249269289
3
2932932 93493
6
9
3
8938938938
9
3
8
9009009009
1
0 9109
1
0910 9109
1
0 9109109109109109208988988
9
8898 8988988988988988988
9
8898898898898 9029029029049
0
6 9069069089089
0
8 9089089089
0
8 9089089129149169189
2
2 924924924900900900 910920
8
9
8
89
8
898898 8
9
8898 8988988
9
8898 89
8898 8
9
8898 898898898898 898898 8988988
9
8
8
9
8 89889889889889889889889889
8898898898898 9029049
0
6
9
0
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0
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0
8
9
12
9
1
4
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8
9
0
0 91089
6
8
9
6
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9
8898 898898898898898 902904906 908912914916916 916918918
900910910 910 9109
1
0 91092092089689
68968968988988
9
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8 8989029049
0
6 90890891291291
2 912914914916916918918922922924924880
880
890
890
900
900
900
878
878
882
882
884
884
886
886
888
888
892
892
894
894
896
896
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9
6
896
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9
88988988988988988
9
8
898898
89
8898898898
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9
8
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8
8988988988
9
8
898
898
898898
898
898
898902
902902
904
904
904906
880
880
890
890
900
9
0
0
900
900
900
900
90
0
882
882
884
884
886
886
888
888
892
892
894
894
896
896
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898
89
8
898898
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898
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902
902
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904
904
904
904904
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880880
890
900900
9
0
0900900
900
882882
884
886
888892894896
898898
8
9
8898898898898
89
8
898
8
9
8
898898
89
8
898902902902
902
9
0
4904904
904
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906906906908
9
0
89089
0
8
908
908900910910920920
898898898898898898
898898
8989029029029029049049
0
6906906
9069069069069
0
6906
906
906
906908908
908
908
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908908908
908
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912
912914914916916918918922922
9009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900900898898898
898
902
904
906
906
90
6
906906906906
90690690690690690
6
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906906
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0
2
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0
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9
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4
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6
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918
9189
1
8
918
91891891891
8
918
918922924926928
932
934
936
938938938>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>930
928
932
930
928
932
934
936
920922930
926
928
904
904
904
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1
0 906908906
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9
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0
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0
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1
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8 930922924926928932930922924926928
912914916916918920918912
914
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902
904
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902
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0
0
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0
2
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0
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0
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9
0
6
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9
1
4
9
1
6
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906908912
914
916916
912 914916918920
918
SFSFSFSFSFSF
SF
SF
S
F
SF
SF SFSFS
F SFSFSFSFSFSFSF
SF
SF
SF
SF SFSF
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SF
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SF
SF
SF
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WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
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0
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0
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28928
9
2
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89
4
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902
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904904904904906908 880
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900900900
874
876878
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8
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0
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902
900
902
902
904
SFSF
SF
SF
SF
SFSF
SF
SF
SF
SFSF
SFSF
SF
SF
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 4 SWPPP (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF
8
-
2024/06/24
22-26553
8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
---- ---- 8
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 46 of 103
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W COUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
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WET WETWE
T
WET WETWET
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8
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900
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90
0
900900910
920
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896
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9
8
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0
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920
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9
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9
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904906906906908912914916918
922
922922
92
2
924924
924924
9
0
0
900
900910
8
9
6
896
8988988988
9
8898898898
89
8
898
898
898898898898898898898898
898898898902902902904
906
908>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>>>>>>>>>>>912
914
916
900
898
902
904
906900
902
904
904
910
906908912
914
916916
900900898902902904904910
902
904
906
908
902
902
904
904 91092092
0
912 912914914916916
918918920
912914
916
918
92
2
924
912910
902
904
906908
912
910
912914916918
920
918
SF
SF
S
FSF
SFSFSF
S
F
SF SFSFSFS
FSFSFSF
SF
S
F
SFSFSFS
F
SF SFSFSFSF
SF
SF
SF
SF SFSF
SF
SF SFLIC. 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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 4 SWPPP (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF
9
-
2024/06/24
22-26553
9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
---- ---- 9
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
ROCK CONSTRUCTION EXIT, TYP.
CONCRETE WASHOUT, TYP.
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATER BODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 47 of 103
SILT FENCES TO BE CONSTRUCTED
ON DOWNHILL SIDE OF ALL
MANHOLES
MIN 6"MIN6"
RUNOFF FLOW
DIRECTION OF
POSTEMBEDMENT1.5' MIN24" MINGEOTEXTILE FABRIC
5' TEE POST AT 5' - 4' MAX
SPACING
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED NATURAL
SOIL
SILT FENCE
NTS EC100
SAND BAGS/ROCK LOG
A
A
SAND BAGS/ROCK LOG
STORM CULVERT PIPE
(SEE PLAN)
STORM CULVERT PIPE
(SEE PLAN)
FLOW
SAND BAGS
PLAN
FLOW
6" MIN
SECTION A-A
SECTION B-B
STORM CULVERT PIPE
(SEE PLAN)
B
B
SEDIMENT CONTROL LOG,
STAKED EVERY 2' MIN
(SEE DETAIL)
SEDIMENT CONTROL LOG,
STAKED EVERY 2' MIN
(SEE DETAIL)
CULVERT PIPE
DITCH CHECK
NTS EC345
4
1
1
4
A
B
L
A
B2'E2'
11
3
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
NOTES:
REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WILL BE DESIGNATED IN THE
PLANS.
PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN
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
DIMENSION "E" IS GIVEN ON MnDOT STANDARD PLATES 3100 AND 3110.
GRANULAR FILTER, MnDOT SPEC. 3601, MAY BE USED AS A CUSHIONLAYER. 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
52'2'2'1'1'GEOTEXTILE
FILTER
2SECTION A-A SECTION B-B
GRANULAR CUSHION
RIPRAP
GRANULAR FILTER
5
RIPRAP AT RCP OUTLET
NTS EC400
2'1' MIN3' DEEP10'NATIVE
MATERIAL
5'x10'x3' CONCRETE
WASHOUT AREA
1' DEEP IMPERVIOUS
CLAY LINER
MINIMUM 10-MIL THICK PLASTIC
SHEETING OR APPROVED
EQUAL
NOTES:
CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.
CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY.
WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER.
CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING.
WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
CONCRETE WASHOUT
NTS EC500 ENTRANCE WIDTH AS REQUIRED50' MINIMUMINPLACE SURFACE6" MINIMUM DEPTH OF 1"
TO 2" CRUSHED ROCK OR
SLASH MULCH
LOOSEN AS NEEDED SO THAT ENTRANCE
IS NOT COMPACTED, REPLACE/CLEAN
AGGREGATE ONCE DIRTY
MnDOT STANDARD
SPECIFICATION 3733 TYPE V
PERMEABLE GEOTEXTILE
FABRIC BENEATH ROCK OR
SLASH MULCH
18" HIGH (MIN) CUT OFF BERM TO MINIMIZE
RUNOFF FROM LEAVING SITE EXTEND SILT
FENCE FROM EITHER SIDE OF BERM AS NEEDED
STABILIZED CONSTRUCTION EXIT
NTS EC600
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" TO 12"CENTER OF
WATERWAY
STAPLE
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
ROW OFSTAPLESCOLUM
N
O
F
STAPL
E
S
4
1
4
5
3
2
2 NOTES:
INSTALL EROSION CONTROL BLANKET (ECB) OVER WATERWAYS AS SHOWN IN THE STORM
WATER POLLUTION PREVENTION PLAN.
THE ECB SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS SECTION 3885.
PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING.
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.
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.
THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE AVAILABLE,
INSTALL THE MAT AS FOLLOWS.
STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEE
STAPLE DETAIL FOR DIMENSIONS)
BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED IN
STAGGERED ROWS ACROSS THE WIDTH AS SHOWN IN DETAIL 1.
C. 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, AS SHOWN IN DETAIL 2.
D. MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW
(SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS. (SEE DETAIL 3)
E. THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12". (SEE
DETAIL 4)
F. 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.
G. DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLE
ROW OF STAGGERED STAPLES 12" APART. (SEE DETAIL 5)
1
2
3
4
5
CENTER OF
WATERWAY
3 4 5
21
EROSION CONTROL BLANKET INSTALLATION
NTS EC700
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 4.1 SWPPP (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 4.1 SWPPP (PPLAT-SE).DWG 35OF
10
-
2024/06/24
22-26553
10 SWPPP DETAILS
---- ---- 10
ELK RIVER MINNESOTA
SWPPP DETAILS
TTK
TTK
TJW, JDF
Page 48 of 103
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
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4
Electric Transmission
Easement
Per Doc. No. 122470
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 5 EXIST (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF
11
-
2024/06/24
22-26553
11 EXISTING SITE & REMOVALS PLAN
---- ---- 11
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
REMOVAL LEGEND
SYMBOL DESCRIPTION
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE WALK
REMOVE AGGREGATE
SURFACING
CLEAR AND GRUB TREES AND
UNDERBRUSH
REMOVE DECIDUOUS TREE
(CLEAR AND GRUB)
REMOVE CONIFEROUS TREE
(CLEAR AND GRUB)
CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH
SAWCUT AND SECTION REMOVAL.
WETLAND TO BE MITIGATED, TYP.
TREE REMOVAL
WATER EDGE, TYP.
Page 49 of 103
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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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 5 EXIST (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF
12
-
2024/06/24
22-26553
12 EXISTING SITE & REMOVALS PLAN
---- ---- 12
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND TO REMAIN
TREE REMOVAL
WETLAND TO BE MITIGATED, TYP.
WATER EDGE, TYP.
WATER EDGE, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 50 of 103
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908
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 5 EXIST (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF
13
-
2024/06/24
22-26553
13 EXISTING SITE & REMOVALS PLAN
---- ---- 13
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND TO REMAIN
TREE REMOVAL
WETLAND TO BE MITIGATED, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 51 of 103
COUNTY HIGHWAY NO. 40CSAH NO. 12
Electric Transmission
Easement
Per Doc. No. 122470
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W
W
W
W W
W
W
W
W
W
W
W
WWWWW
WWWW
W
WW
WWW WWW?
Parcel 2
Wet Land
Wet Land
Wet Land
Wet Land
Wet Land
Wet Lan
dWet LandWet La
n
d
Wet La
n
d
Wet
Land
Wet LandWet Land
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2" Capped Iron
SW Corner
Sec. 36-33-26
Found CIM
W 1/4 Corner
Sec. 36-33-26
Found 1 1/2" Iron
NW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2" Iron
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
S1/4 Corner
Sec. 36-33-26
Per Gov't Ties SE Corner
Sec. 36-33-26
Found CIM
NW Corner
SW 1/4 - NE 1/4
Sec. 36-33-26
1/2" Iron (2)
Capped
1/2 " Iron (3)
RLS 43933
Iron
Capped
Iron
RLS 13057
2" Alum
Disk
Iron
Capped
Iron
RLS 13057
Iron
RLS 13057
660
936660{James R. & Sharon K. Sweazey}
Alum County Disk
Iron
RLS 13293
Iron
RLS 13293
Iron
RLS 13293
1" Iron
RLS 8194Iron
RLS 8797
Iron
RLS 13072
Alum County
Disk
825
60055075
Alum
County
Disk
Iron
RLS 23021
Iron
Capped
Iron
RLS 23021
S89°15'25"E 1140.85
S00°10'01"E275.32N89°18'10"W 610.07
S00°10'01"E 660.08S89°18'10"E 610.07
S00°10'01"E 1347.63N00°21'48"W320.65N89°37'53"W 825.07
N89°28'17"W 2625.45
S89°15'25"E 1278.33
S00°03'59"E1326.83N00°21'48"W 727.71N89°37'53"W 2624.49N89°38'24"W 2625.11N00°22'24"W 2670.98S50°16'39"W
127.31N00°17'46"W 1254.64L =3 41.18
R =1161.3 5
Δ =16 °4 9 '5 6 "
C .B r g =S 8 9 °51'3 7"W
C .=3 3 9.9 6
N89°37'36"E 737.27 N00°22'24"W 518.90N89°37'36"E 443.76 N33°40'54"E 641.03N09°50'04"W334.87N75°50'5
4
"
E
199.42 S89°37'53"E 431.97
N00°21'48"W
108.01 L =4 3 0.7 0
R =10 41.29
Δ =2 3 °41'5 6"
C .B r g =S 8 7 °39'35"EC.=4 2 7.6 4
S75°48'37"E
62.42
S00°10'01"E
128.38
N89°37'53"W 1112.84
OUTLOT A OUTLOT C
OUTLOT B
OUTLOT F
OUTLOT E
OUTLOT D
OUTLOT K
26553 PPLAT-SE
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF
14
-
2024/06/24
14 OVERALL PRELIMINARY PLAT
---- ---- 14
0
SCALE IN FEET
200 400
TK
EXISTING LEGAL DESCRIPTION:
(Per Title Commitment 01040-24113)
The following property located in Section 36, Township 33, Range 26, Sherburne County, Minnesota:
The South Half of the Northwest Quarter; the Southwest Quarter of the Northeast Quarter; the North
Half of the Southwest Quarter; the Southwest Quarter of the Southeast Quarter; the Northwest
Quarter of the Southeast Quarter; and the Northwest Quarter of the Southeast Quarter; excepting
from the forgoing description the following described Parcel 1 and Parcel 2.
Parcel 1: The East 660 feet of the South 660 feet of the North 936 feet of the Northwest Quarter of
the Southeast Quarter of said Section 36.
Parcel 2: The West 825 feet of the North 550 feet of the South 600 feet of the Southwest Quarter of
the Southeast Quarter; together with that part of the East 75 feet of the Southeast Quarter of the
Southwest Quarter lying South of the Westerly extension of the North line of said South 600 feet of
the Southwest Quarter of the Southeast Quarter; all being part of Section 36, Township 33, Range
26.
ALSO EXCEPT
All that part of the South Half of the Northwest Quarter and that part of the North Half of the
Southwest Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County,
Minnesota, described as follows:
Beginning at the West Quarter corner of said Section 36; thence North 00 degrees 22 minutes 42
seconds West (assumed bearing) on the west line of said Northwest Quarter, 1329.37 feet to the
northwest corner of the South Half of the Northwest Quarter of said Section 36; thence South 89
degrees 15 minutes 25 seconds East on the north line of said South Half of the Northwest Quarter,
1485.35 feet; thence South 09 degrees 50 minutes 04 seconds East, 334.87 feet; thence South 33
degrees 40 minutes 54 seconds West, 641.03 feet; thence South 89 degrees 37 minutes 36 seconds
West, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East, 518.90 feet; thence South
89 degrees 37 minutes 36 seconds West, 737.27 feet to a point on the west line of the Southwest
Quarter of said Section 36; thence North 00 degrees 22 minutes 24 seconds West on said west line,
79.88 feet to the point of beginning.
OWNERS / DEVELOPERS: SURVEYOR:
U.S. Home, LLC ISG
16305 36th Ave. North, Suite 600 7900 International Drive Suite 550
Plymouth, MN 55446 Minneapolis, MN 55425
952-426-0699
EXISTING PROPERTY:
ZONED: R1D (Single Family Residential)
BENCHMARK:
Top nut fire hydrant located at the southwest quadrant of the intersection of Twin Lakes Parkway and
188th Avenue NW.
Elev=950.10 (NAVD88)
FLOOD ZONE:
The surveyed premises shown on this survey map is in Flood Zones: AE (Base Flood Elevations
determined); Flood Zone X (areas of 0.2% chance flood; areas of 1% annual chance floodplain with
average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas
protected by levees from annual 1% chance flood); and Zone X (areas determined to be outside the
0.2% annual chance floodplain), according to Flood Insurance Rate Map Community Panel No.
27141C0395F, published by the Federal Emergency Management Agency, effective date November
16, 2011.
Iron Monument Found
Water's Edge
Delineated Wet Land Line
LEGEND
W
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.xxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
35
22-26553
ELK RIVER MINNESOTA
OVERALL
PRELIMINARY
PLAT
---
KH/MS
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40Page 52 of 103
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
COUNTY HIGHWAY NO. 40W
W
W
W
W
WWWWW W
W
W
W
W
W
W
WWWWWWW
WWWWWWW
W
W
W
W WW WWWWWWWWWWW WWWWW
W
WWWWWWWWWW
W
Iron
Capped Iron
RLS 13057
2" Alum
Disk
26
8
6L=60Δ=34°38'0 8 "L=3
Δ=2°57'09"
21
0
77L=59Δ =58°37'03"151
14519340
198L=52Δ
=51°03'59"130198
L=52Δ=51°03'59"
83
L=5 2
Δ=51°0 3 '5 9 "
13
08333
L=35
Δ=34°30'05"
L=
3
6
Δ=
2
0
°
2
9
'
1
5
"
14
333
67L=25
Δ=14°08'53"4113
065
6513
0
10570L=135 Δ=7°56'52"
176L=129 Δ =7°3 8 '2 3 "14860 137L =2 5 2 Δ=2
4
9
°16'15"137L=60Δ=34°38'08"170237
71
L=36
Δ=8°56'44"9468
13062
31 L=23
Δ=3°40'15"13156
45
L =5 2Δ=8 °1 3 '2 1 "194105
L =5 2Δ=8 °1 3 '2 1 "2
5
8
1
2
8L=52Δ =8°13'21"1
3
0
353544L=63Δ=10°01'13"13
0
4420220
L=60
Δ=14°52'04"
L=52
Δ=13°03'03"19075
L=6
Δ=1°36'18"
9
L=40
Δ=23°05'15"18256
L=20
Δ=11°32'52"L=34
Δ=33°27'48"16073
2
2
3
182
L=41
Δ=40°20'33"
164
17844
L=41
Δ=40°20'33"
191 6798L=41
Δ=40°20'33"18915
2
33L=41
Δ=40°20'33"2105513
0
L =5 5
Δ =5 4 °2 6 '15"
L =6 0Δ=3 4 °3 8 '0 8 "9L=88
Δ=29°31'25"6755555513
068 13
055 13
055 13
055 13
055
14
3
42
5
232L=119Δ=29°31'25"L=60Δ=34°38'08"L =252Δ=249°16'15"45L=168 Δ =9°15 '0 7 "177
239L =2 4 1 Δ =38°21'31"98 30860
651
3
0
651
3
0 671
3
0
L=9
Δ=1°14'47"5641
130L=6 1
Δ =8°4 5 '4 6 "4141
130L =6 1
Δ =8 °4 5 '4 6 "41
34
13034
L=30
Δ=4°13'38"
39
65
13065
61
130L=36
Δ=6°52'02"
40
54
1
3
0
L =9 5
Δ =1 8 °1 0 '0 6"5713
0
14L=75Δ=14°18'00"6513
0
656513
0
656513
0
656513
0
6571L=134 Δ=7°27'16"1033312516381671362L =2 0 6 Δ =39°20'08"139
L=1 6 1 Δ =2 2 °5 9 '5 8 "260L=117
Δ =1 9 °4 5 '0 6 "9465651
3
065
651
3
0
1
3
04255260 NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.xxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 PPLAT-SE
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF
-
2024/06/24
15 PRELIMINARY PLAT
---- ---- 15
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
LEGEND
>
>>IOHL
W
X
U
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
15
35
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40Drainage and Utility Easements are shown thus:
Being 5 feet in width and adjoining lot lines and being 10 feet in
width and adjoining right - of - way lines and rear lot lines,
unless otherwise indicated on the plat.1010105
5
Drainage and
Utility Easement
LinesSide
Lot Lines
Right-of-Way Line
Rear Lot Line
0
SCALE IN FEET
60 120
TK
KH/MS
Page 53 of 103
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
W
W
W WW
W
W
W
W
W
W
W
W
W
W
WWWWWWWW WWWWWWWW W
WWWWWWWWWWWWW
WWWWWWWet Land
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
Iron
Capped
Iron
Capped
Iron
RLS 13057
{James R. & Sharon K. Sweazey}
71
L=36
Δ=8°56'44"9413062131
56
45 194105
1
2
8
1
3
0
651
3
0
L=9
Δ=1°14'47"56L=117
Δ =1 9 °4 5 '0 6 "94L=81Δ=20°16'37"L=60Δ=20°16'37"1
4
4
85 L=56Δ=12°18
'
4
1
"
7
5
77L =5 6
Δ =3 2 °1 6 '3 1 "1
3
9
66
125353L=4
Δ=2°21'37"L=5 7
Δ=55°5 8 '0 4 "13
0
83L=52=51°03'59"L=13
Δ=7°28'06"
L=47
Δ=27°10'01"191
3
065 1
3
065 1
3
0
6565651
3
065 8L
1
1
296 Δ14187
L =5 6
Δ =1 2 °2 5 '0 3 "1
1
3
162
621
3
168
767
5L=56Δ=16°05'
3
4
"109288L=60Δ=34°38'08"L=252150
89139L =1 8
L=35
Δ=7°41'30"31443130 8L=53Δ=11°34'22"130
4365130
6562130
L=2
Δ=0°26'11"63342130 L=125Δ=35°55'31"47130 13
L=99
Δ=28°14'3
2"
65130 65
65130 65
41 130L=25
Δ=7°04'25"
37
3
34
4
8 130L
=58
Δ
=
16°34'45"
4861130
100
L
=
6
7Δ=1
9
°
1
5
'2
3
"
6
114250
L=23
Δ=5°02'18"123L=7
Δ=2°05'08"142L=46
Δ=26°22'56"
21
66
45130L=4 9Δ=4 8 °1 0 '22"L=14
Δ=8°15'12"
45
74 130L=46
Δ
=45°25'44 "
7474130L=46Δ=45°25'
4
4
"7
4 71130L=44
Δ=43°27'08"
13071 50
143L=23
Δ=13°22'31"L=49
Δ=48°21'57"
50
66
14029
L=37
Δ=21°15'37"
58
130L=45
Δ=12°45'54"
42 571
3
0
41L=45
Δ=12°55'51"651
3
0
65651
3
0
6565651
3
0
L =9 9Δ=1 6 °4 0 '1 5 "L=37
Δ=12°35'38"
49
1
3
042 L=18
Δ=3°04'50"531
3
055
551
3
055
55291
5
155
59611
7
355
5918178
140
5552L=3
Δ=0°50'50"
204
L=78Δ=26°26'57"1589
55
5519
130149L=22
Δ=4°54'36"
4013055
55130 16020L=45Δ=11°19'53"926216062
6216062
64160
L=3
Δ=0°39'54"59173L=56Δ=13°56'05"9711
218L=51Δ=12°41'48"12012
94
154L
=
6
1
Δ
=
1
3
°
2
2'2
4
"149195
L
=
5
1Δ
=
1
1
°15'16"85165L=51Δ=11°15'16"4L=48Δ=10°33'35"79133
45
L=110Δ=31°34'34"136145
131
132L=54
Δ=15°29'00"
L
=
2
1
1
Δ=46°26'32"L=110Δ=27°17'47"20319939 96L=23
Δ=7°40'59"81L=81Δ=27°17'47"203357180L=1
1
0
Δ
=
4
4°59'42"123L=34
Δ=7°24'21"
3095 149L =9 0 Δ =2 5 °4 1 '45"35770
123 260L=6 0
Δ=34°3 8 '0 8 "
36
L=19
Δ=18°25'22"
133
68L=143Δ=31°34'34"L
=
1
5
7
Δ
=
4
4°59'42"
180
L
=
2
2
6
Δ
=
6
4
°36'14"136L=6 0
Δ=34°3 8 '0 8 "L=252Δ=249°16'15"NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.xxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 PPLAT-SE
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF
-
2024/06/24
16 PRELIMINARY PLAT
---- ---- 16
16
35
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
0
SCALE IN FEET
60 120
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
LEGEND
>
>>IOHL
W
X
U
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40Drainage and Utility Easements are shown thus:
Being 5 feet in width and adjoining lot lines and being 10 feet in
width and adjoining right - of - way lines and rear lot lines,
unless otherwise indicated on the plat.1010105
5
Drainage and
Utility Easement
LinesSide
Lot Lines
Right-of-Way Line
Rear Lot Line
TK
KH/MS
Page 54 of 103
71 67687069
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
728W
W
W
WW
W
W
W
W
W
WWWWet Land
Wet Land
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
Iron
Capped
Iron
RLS 13057
Iron
RLS 13293
1" Iron
RLS 8194
Iron
RLS 8797
OUTLOT F
1
4
4
85 L=56Δ=12°18
'
4
1
"
7
5
77L =5 6
Δ =3 2 °1 6 '3 1 "1
3
9
66
125353
L=4
Δ=2°21'37"L=5 7
Δ=55°5 8 '0 4 "13
0
8383L=52Δ=51°03'59"130
83
83
L
=
5
2Δ=5
1
°
0
3'59"1304646130L=50Δ =49°00'57"L=13
Δ=7°28'06"
1
4
2
69L=47
Δ=27°10'01"191
3
0
65651
3
065 1
3
0
1516565651
3
0
65651
3
08L=1 3 8 Δ =3 9 °2 6 '4 4 "95L=60Δ=34°38'08"L=12
Δ=11°32'22"
24
1
1
2 L=77Δ=76°10'29"13083
83
L=52
Δ=51°03'5 9 "1308383
L =52Δ =5 1 °03'59"130 6868L=60Δ=59°25'25"L=25
Δ=14°19'26"
76 70130L=35
Δ=20°18'42"9582 70
13070
13070
82
1308315068 1506815156
5615256
5615256
5615368
68154L=6 8
Δ =1 4 °5 6 '0 1"173116
96L =5 7
Δ =1 2 °3 3 '0 5 "14187L =5 6
Δ =12 °2 5 '0 3 "1
1
3
162
621
3
168
767
5L=56Δ=16°05'
3
4
"
153L=60Δ=34°38'08"
L
=2
52 Δ=2 4 9 °1 6 '15"304 60304
109288L=60Δ=34°38'08"L=252Δ=24
9
°16'15"
150
L=43
Δ=42°09'16"89139L=143Δ=31°34'34"L=110Δ=31°34'
3
4
"
L =1 8 1 Δ =3 9 °5 4 '1 0 "
130
L=35
Δ=7°41'30"31443130 8L=53Δ=11°34'22"130
4365130
6562130
L=2
Δ=0°26'11"63342130 L=125Δ=35°55'31"47130 L=99
3
2"
651306513041
3
34
4
8
48
5
1
1
°
1
5'16"
165L=51Δ=11°15'16"4L=48Δ=10°33'35"79L=110Δ=31°34'34"136145
131
132L=54
Δ=15°29'00"
2
1
1
Δ=46°26'32"133
68L=143Δ=31°34'34"=
2
2
6
Δ
=
6
4
°36'14"136NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.xxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 PPLAT-SE
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT-SE.DWGOF
-
2024/06/24
17 PRELIMINARY PLAT
---- ---- 17
0
SCALE IN FEET
60 120
17
35
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
LEGEND
>
>>IOHL
W
X
U
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40Drainage and Utility Easements are shown thus:
Being 5 feet in width and adjoining lot lines and being 10 feet in
width and adjoining right - of - way lines and rear lot lines,
unless otherwise indicated on the plat.1010105
5
Drainage and
Utility Easement
LinesSide
Lot Lines
Right-of-Way Line
Rear Lot Line
TK
KH/MS
Page 55 of 103
GRANT ST
186TH CIR
185
T
H
A
V
E
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W COUNTY HIGHWAY NO. 40LS
Electric Transmission
Easement
Per Doc. No. 122470
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF
18
-
2024/06/24
22-26553
18 SITE PLAN
---- ---- 18
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
8' BITUMINOUS TRAIL
LOT LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
R45'R58'
R45'
R58'
RETAINING WALL
(MAX HEIGHT 4 FT)
RETAINING WALL WITH FENCE
(MAX HEIGHT 4 FT)
WATER EDGE, TYP.
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
TURN LANE/BYPASS LANE
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
POTENTIAL MONUMENT LOCATION
Page 56 of 103
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWETWETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF
19
-
2024/06/24
22-26553
19 SITE PLAN
---- ---- 19
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
LOT LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
8' BITUMINOUS TRAIL
8' BITUMINOUS TRAIL
RETAINING WALL
(MAX HEIGHT 4 FT)
RETAINING WALL WITH FENCE
(MAX HEIGHT 4 FT)
R45'
R58'
R45'
R58'
WATER EDGE, TYP.
WATER EDGE, TYP.
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
Page 57 of 103
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69 OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W COUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WETLIC. 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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF
20
-
2024/06/24
22-26553
20 SITE PLAN
---- ---- 20
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
LOT LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.FEMA 100 YR FLOODPLAIN, TYP.
RETAINING WALL (MAX HEIGHT 4 FT)
R58'
R45'
R58'
R45'
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
Page 58 of 103
GRANT ST
186TH CIR
185
T
H
A
V
E
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
234
235
211209
314
310 309
308
307
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W
IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40I
I
I
I I I>>>>LSII>II>II>II>II>II>II>II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIII
I
I>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>>IIIIIIIIIIIIIII>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>
>
I
I
I
>>>>>
>
S-16
S-15
S-18
S-14
S-17
S-5
S-4
S-6
S-3
S-7
S-13
S-8
S-2
S-12
LS-1
S-1
SP-3 (8" @ 0.40%)SP-1 (8" @ 0.40%)SP-13 (8" @ 5.00%)SP-9 (8" @ 0.40%)
SP-8 (8" @ 0.40%)
SP-6 (8
"
@
0.
4
0
%)
SP-5 (8"
@ 0.40
%)
SP-7 (8" @ 0.40%)SP-4 (8" @ 0.40%)SP-2 (8" @ 0.40%)SP-18 (8" @ 5.00%)SP-17
(8
"
@
5
.00%
)
SP-16 (8" @ 5.00%)
SP-15 (
8
"
@
5
.
0
0
%
)
SP-
1
4
(
8
"
@
5
.
0
0
%
)SP-12 (8" @ 5.00%)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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR
(PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF
21
-
2024/06/24
22-26553
21 UTILITY PLAN
---- ---- 21
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
SANITARY SEWER FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>II8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
V V-1
FORCEMAIN
STORM SEWER, TYP.
HYDRANT AND VALVE
8" WATERMAIN
8" HDPE WATERMAIN LOOP
8" HDPE WATERMAIN LOOP
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 59 of 103
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET>>>>>>>>>>>>>>>>>>IIIIIIIIIII
I
I
I
I
III
I
I
IIIIIII>>>
>>>>>>>>>>
>>>>>>>I
I
IIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIII I
S-18
S-17
S-19
S-20
S-21
S-8
S-10
S-24
S-23
S-36
S-22
S-25
S-9
S-26
S-27
S-28
S-29
S-30
S-31
S-32
S-33
S-34
S-11
SP-11 (8
"
@
2.
0
0
%
)SP-10 (8" @ 0.40
%)SP-9 (8" @ 0.40%)
SP-37 (
8"
@
0.40
%)SP-36 (8" @ 0.40
%)SP-35 (8" @ 1.00
%)
SP-34 (8" @ 0.40%)
SP-33 (8" @ 0.40%)
SP-32 (8" @ 0.40%)SP-31 (8" @ 0.40%)SP-30 (8" @ 0.40%)
SP-26 (8" @ 0.40%)
SP-25 (
8
"
@
0
.
4
0
%
)
SP-24 (8" @ 0.40%)
SP-23 (8" @ 0.40%)SP-
2
2
(
8
"
@
0
.4
0%
)
SP-28 (8" @ 0.40%)
SP-27 (8" @ 0.40%)
SP-29 (8" @ 0.40%)
SP-21 (8" @ 0.50%)SP-19 (8" @ 5.00%)SP-18 (8" @ 5.00%)SP-17
(8
"
@
5
.00%
)
SP-20 (8" @ 1.00%)WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR
(PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF
22
-
2024/06/24
22-26553
22 UTILITY PLAN
---- ---- 22
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
STORM SEWER, TYP.
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
SANITARY SEWER FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>II8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" HDPE WATERMAIN LOOP
Page 60 of 103
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69 OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET>>>>>>>>>>>>>>III
I
I IIIIIIIIIIIIII
I I I I I
>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
II
IIIIIIII
S-40
S-38
S-37
S-36
S-28
S-29
S-30
S-31
S-32
S-33
S-34
S-41
S-35
S-39
SP-39 (8" @ 0.40%)
SP-38 (8" @ 0.40%
)
SP-37 (8"
@ 0.
4
0
%)SP-36 (8" @ 0.40
%)SP-35 (8" @ 1.00
%)SP-41 (8" @ 1.00%)SP-40 (8" @ 5.00%)SP-34 (8" @ 0.40%)
SP-33 (8" @ 0.40%)
SP-32 (8" @ 0.40%)SP-31 (8" @ 0.40%)SP-30 (8" @ 0.40%)
SP-29 (8" @ 0.40%)
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR
(PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF
23
-
2024/06/24
22-26553
23 UTILITY PLAN
---- ---- 23
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
EXISTING 16" WATERMAIN
HYDRANT AND VALVE
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
SANITARY SEWER FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>IIHYDRANT AND VALVE
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
STORM SEWER, TYP.
8" HDPE WATERMAIN LOOP
Page 61 of 103
GRANT ST
186TH CIR
185
T
H
A
V
E
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
COUNTY HIGHWAY NO. 40WW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W COUNTY HIGHWAY NO. 40890890900900910 9109209
2
092092092092
0920 9209209309309
3
0930 9
3
0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691
69189
1
8 918918918918 9
1
8922922922922922 9229229
2
4924924 9
2
4 9249269
2
6926926926 9269269
2
8 928 9289289289329329329329
3
4 9349369369009009
1
0 9109209209209209
2
0 92092092092093089
2 892894 894896896898898902902904904904904904904 904904904904 9
0
690690
8 9089129
1
2
912
91
491491
4914 9149
1
4
9
1
4 91491491691
6 916 9189
1
8 9189189189
2
2 922922922 922922922924924924926926926928932932932932932932932934934934934
890890890890900900 90
0 900910910910 9109109109209209209209209
2
0920 92088888889289
2892 892894894 896896 898898898898 9
0
2
902 902902904904904904 906906908 908912912912912912912 91291491491491491491
4 914916916916916916 916916916916916916916 9
1
89189189189189189
1
8
9
1
8 9229229249249269269269269
2
6 926890890 900 910920920 92092
0
93
0 93094094
0940 94088288288288288488488688688888889289289489489689689890290
2902 9049049049
0
4
9
0
4 906 908 9129149149169169169169
1
8 91891891892
2
9229249249269269289289289289329329349349369
3
6936 9369389
3
8
9
3
8938 9389
3
8938938938938942942
890900910 920920930930930 9309409408828848868888928948968989029
0
2 902904904904 90490490
6
9
0
8 9129149169189229
2
29249249269269289289289289289289329329349349349349369
3
6
93
8 9389429429
4
2942942 9429429429429429429
4
294294
29429429
4
2942942942880880
890
890900
900910920
930
930930
882882
884
884
886886888
888
892892
894
894896
896898
898902902
904904
9069069
0
6906906908912
912
912912912912
912
914
914
914
916918922924926
9289329
3
2
932
932
93293
2
932
932932932
89089
0
900
900
910
920
930
930
892892894
894896
896
898
898
90
2
9
0
2
902902904
904
90690690690
6
906906906906906
9069069
0
6
906
906908912
914914
9
1
4
91491
4
916
918
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
890890
900
900910910920
9
2
0920920920
92
0
930
930930886
886
886886
888888
892
892
894
894
896
896
898
898
90290
290490490490
4
904904904
904904904
90
6
90
6
906906908
908
912
912914
9149169169189
1
8918
918
922
922922
922924924924
924
926926926
9
2
6926
926
92892893293
293293
2
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6 89089090090091091
0910
920
9309
3
0
930
9309308848848868868888888928928948948968968988989029029049069
0
690690690690
6
906
9089129
1
2
912
914916
918
922
924926
928
932934936938 900910920920
920
9
2
0
92
0920
920
930940
94090290490490490
4904
906908912914914914914
9149149
1
4
916
916916916
91691
6
916
916
9
1
6
916916916
916
916
916
918
91
8
9
1
8
918
918
9189189
1
8
91891891891
8918918
91892292
2
922
924
924924924
924
926
926
926
928
928928928928
932
934
936936936
93
8
942942942
942
942
942942
942942942
920
920
9
2
0
920920920
920
920
93
0
9
3
0
940
94091
4
914
91491491
4
914914914914914916
916916
916918
918
922
922
92
2
922
92
2
92292
4
924924924
924
924
926
926
926
926
928
928
928
92
8
932934
936
936
936
936936936
936
938938
938
938938
938938
938
942
942944944
920
920920920920
920
92
0
9
2
0
920
9
2
0
920
920
920
914914
916
916
916916
918
918
918
918918
918918918
922
9229229249249249
2
49249249249
2
4
LS
924 924926920
912
912914
914914914916918
922924926
9109109209209089089129129149149169169189189229
2
2
9249109109
1
2
912914916916900896898 902 904 906
900
898
902
904
906
917.80908.66916.17908.77919.42909.06921.10910.79922.59910.809
2
3
.
4
3914.12921.04930.94923.90923.05926.36922.09923.85920.24926.30916.049
0
8
.
3
1
909.00909.55911.159
1
2
.
8
5
914.44916.83917.24916.67915.55914.28913.08912.03910.75909.45919.87921.17922.44923.57924.719
2
5
.
9
2 927.04927.69927.29925.67924.06922.43920.81919.18915.79916.52918.22919.77920.33921.71923.53925.20925.85927.39927.61927.86928.01927.37926.489
2
5
.
8
7
922.77922.309
3
1
.
5
6
9
3
1
.
1
6
9
2
5
.
9
9 927.22939.29938.02939.439
3
9
.
7
2
9
4
1
.
1
0 942.10943.63931.84929.49928.49926.70926.21926.08919.83917.34918.44919.849
2
1
.
2
4
922.54927.739
3
0
.
7
1
925.80927.20932.01932.92934.07934.969
3
5
.
5
1 936.06935.83935.28934.51927.49HP9
2
5
.
2
1
934.77922.43908.25907.45907.28918.63922.34931.53WO
WO
WO
FB
FB
FB
FBFBRGE = 911.70RGE = 912.90RGE = 914.20RGE = 934.30RGE = 9
2
9.
2
0
RGE = 9
2
9.
9
0
RGE = 925.90RGE = 924.40LFE = 912.20LFE = 913.40GFE = 921.10LFE = 914.70GFE = 922.40GFE = 934.50LFE = 926.80GFE = 923.50LFE = 915.80GFE = 924.60LFE = 916.90GFE = 926.10LFE = 918.40
FB FBFBFBFB
FB
FB
FB FB LOWOW
O
WO
WO
FBFBFBFBFBWO
WO
WO
WO
WO
WO
WO WOWOWOWOWOWOWOWOWOWOWO
LO
FBFBFBRGE = 924.80RGE = 925.10RGE =
926
.00
RGE =
9
2
1
.
2
0
RGE = 916.50RGE = 915.60RGE = 914.10RGE = 912.30RGE = 910.70RGE = 911.40RGE = 920.50RGE = 920.30RGE = 920.70
RGE = 9
2
0.
7
0
RGE =
9
1
7.
8
0
RGE = 916.60
RGE =
9
3
0.
3
0
RGE = 930.20RGE = 929.80RGE = 929.10RGE
=
9
3
3
.
1
0
RGE = 934.10
RGE = 935.90
RGE = 937.4
0 RGE = 9
3
7.
7
0 RGE = 933.40RGE = 930.50R
G
E
=
9
3
0
.
0
0
RGE = 929.40
RGE = 928.10
RGE = 915.50LFE = 916.00GFE = 923.70RGE = 9
2
0.
1
0
RGE = 9
1
9.
0
0 RGE = 913.00RGE = 914.60RGE = 916.30RGE = 917.90RGE = 921.90RGE = 923.30RGE = 924.60RGE = 926.00GFE = 925.00LFE = 917.30GFE = 925.30LFE = 917.60LFE =
918
.50GFE =
926
.20
LFE =
9
1
8
.
5
0
GFE =
9
2
6
.
2
0
LFE = 917.00
GFE = 924.70LFE = 916.10GFE = 923.80LFE = 914.60GFE = 922.30LFE = 912.80GFE = 920.50LFE = 911.20GFE = 918.90LFE = 911.90GFE = 919.60LFE = 913.50GFE = 921.20LFE = 915.10GFE = 922.80LFE = 916.80GFE = 924.50LFE = 918.40GFE = 926.10LFE = 920.80GFE = 928.50LFE = 921.20GFE = 928.90
LFE = 9
2
1.
2
0
GFE = 9
2
8.
9
0
LFE = 9
2
0.
6
0
GFE = 9
2
8.
3
0
LFE = 9
1
9.
5
0
GFE = 9
2
7.
2
0
LFE =
9
1
8.
3
0
GFE =
9
2
6.
0
0
LFE = 917.10GFE = 924.80
GFE = 9
2
9.
4
0
LFE = 9
2
1.
7
0
GFE = 9
3
0.
1
0
LFE = 9
2
2.
4
0
GFE =
9
3
0.
5
0
LFE =
9
2
2.
8
0
GFE = 930.40LFE = 922.70GFE = 930.00LFE = 922.30GFE = 929.30LFE = 921.60GFE
=
9
3
3
.
3
0
LFE
=
9
2
5
.
6
0
GFE = 934.30
LFE = 926.60
GFE = 936.10
LFE = 928.40
GFE = 937.60
LFE = 929.90
GFE = 93
7.
9
0
LFE = 93
0.
2
0 GFE = 938.40LFE = 930.70GFE = 938.70LFE = 931.00LF
E
=
9
3
0
.
5
0
G
F
E
=
9
3
8
.
2
0
LFE = 929.90
GFE = 937.60
LFE = 928.60
GFE = 936.30GFE = 926.20LFE = 918.50GFE = 924.80LFE = 917.10GFE = 923.50LFE = 915.80GFE = 922.10LFE = 914.40GFE = 920.70LFE = 913.00920
914 916 918 922924926920
922
924
926
92
8
930940 926928932934936938
942944930
928
932
930
928
932
934
936912914916918910
904
906
908
910902904906908910912
914916906908908920
922
924
920916
918
9
2
2 920930922924926928918
912914914
916
918
918
91
8
920
918
922
924
926
9309269289
3
2
934920922924926930
926
928906908
906
908
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 8 GRADING (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF
24
-
2024/06/24
22-26553
24 GRADING PLAN
---- ---- 24
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
RETAINING WALL
(MAX HEIGHT 4 FT)
GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD
DOOR
LFE = LOWEST FLOOR ELEVATION
RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE,
0.5' BELOW LOWEST OPENING)
FB = FULL BASEMENT
LO = LOOKOUT BASEMENT
WO = WALKOUT BASEMENT
RETAINING WALL
(MAX HEIGHT 4 FT)
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 62 of 103
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029
0
2 902902 904904904 90490490490
4904 90
6906906
9
0
8 912914916918922924926928928928 932 934934934 936938
9009109109109
2
0 92092
0 920920930940894 8968989029049049
0
4 90490
4 9069069069069069
0
6
90
6906 9
0
6 906906908 908908912912912914914914916916 9169
1
8 9189189229249269289
3
2932932 93493
6
9
3
8938938938
9
3
8
9009009009
1
0 9109
1
0910 9109
1
0 9109109109109109208988988
9
8898 8988988988988988988
9
8898898898898 9029029029049
0
6 9069069089089
0
8 9089089089
0
8 9089089129149169189
2
2 924924924900900900 910920
8
9
8
89
8
898898 8
9
8898 8988988
9
8898 89
8898 8
9
8898 898898898898 898898 8988988
9
8
8
9
8 89889889889889889889889889
8898898898898 9029049
0
6
9
0
89089
0
8 9089
0
8
9
12
9
1
4
916 91891891
8
9
0
0 91089
6
8
9
6
898898898898 8
9
8898 898898898898898 902904906 908912914916916 916918918
900910910 910 9109
1
0 91092092089689
68968968988988
9
889889889889889
8 8989029049
0
6 90890891291291
2 912914914916916918918922922924924880
880
890
890
900
900
900
878
878
882
882
884
884
886
886
888
888
892
892
894
894
896
896
8968
9
6
896
8968988988988988988988988
9
88988988988988988
9
8
898898
89
8898898898
8988
9
8
89889889889889889889889
8
8988988988
9
8
898
898
898898
898
898
898902
902902
904
904
904906
880
880
890
890
900
9
0
0
900
900
900
900
90
0
882
882
884
884
886
886
888
888
892
892
894
894
896
896
898898
898
89
8
898898
898898898898898898898898898898898898
898
898898
898
898902902
902
902
904904
904
904
904
904904
904
880880
890
900900
9
0
0900900
900
882882
884
886
888892894896
898898
8
9
8898898898898
89
8
898
8
9
8
898898
89
8
898902902902
902
9
0
4904904
904
906
906906906908
9
0
89089
0
8
908
908900910910920920
898898898898898898
898898
8989029029029029049049
0
6906906
9069069069069
0
6906
906
906
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908
908
908
908908908
908
908
912
912914914916916918918922922
9009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900900898898898
898
902
904
906
906
90
6
906906906906
90690690690690690
6
906906906906906
906906
910
910
920920
930
930
930
930
9029
0
2
9
0
4
904
9069069069
0
6906906
908
908912
912
914
914
916
916
918
918
9
2
2
924
9
2
6
928
932
932
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6
920
930
914
91491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918922924926928
932
934
936
938938938909.45919.87921.17922.44922.77922.30931.56931.16925.99927.229
3
9
.
2
9 938.02908.25907.45907.28909.34908.19906.88905.04905.29913.15913.75914.90916.259
1
7
.
7
2 917.59917.84918.63905.29906.70905.25905.51908.599
1
0
.
0
9 918.09913.139
1
3
.
6
3
914.12914.909
1
7
.
0
1 917.43905.70907.87907.40907.10907.359
0
6
.
6
6
906.02905.10905.24905.24915.52915.79916.11916.44917.15917.79918.11918.37918.43918.349
1
5
.
3
6
9
0
8
.
2
1
906.89904.77911.95912.22913.62914.65912.06912.97918.17917.34918.60919.64916.67920.58916.57916.32917.58916.50916.18916.78917.00917.21917.96917.82921.369
1
9
.
3
8916.79922.41926.29924.42928.82927.54929.03935.06930.71938.58931.95940.02922.34921.02919.64918.41917.15915.81919.13918.70918.41917.89924.24917.78916.68915.52916.17927.26928.65917.63918.99930.029
1
7
.
3
6
LP9
1
3
.
8
2 917.56H
P
918.20H
P 931.53H
P
911.65911.72905.14906.41914.27915.57916.87905.76915.18LFE = 9
1
4.
7
0
GFE = 9
2
2.
4
0
LFE = 913.70GFE = 921.40LFE = 912.60GFE = 920.30LFE = 911.30GFE = 919.00LFE = 908.40GFE = 916.10LFE = 908.40GFE = 916.10LFE = 907.10GFE = 914.80LFE = 906.90GFE = 914.60GFE = 915.20LFE = 907.50GFE = 915.50LFE = 907.80GFE = 916.80LFE = 909.10GFE = 918.10LFE = 910.40GFE = 919.40LFE = 911.70GFE = 917.00LFE = 909
.30LFE = 909.60GFE = 917.30LFE = 910.00GFE = 917.70GFE =
918
.
4
0LFE =
910
.70
GFE
=
9
1
9
.
0
0
LFE
=
9
1
1
.
3
0
LFE = 911.60GFE = 919.30LFE =
911
.80GFE =
919
.50
RGE =
9
2
2.
2
0
RGE = 921.20RGE = 920.10RGE = 918.80RGE = 911.10RGE = 911.10RGE = 909.80RGE = 909.60RGE = 907.30RGE = 908.60RGE = 909.90RGE = 911.20RGE = 908.80RGE = 909.10RGE = 909.50RGE =
910
.20
RGE
=
9
1
0
.
8
0
RGE =
9
1
1
.
1
0
RGE =
9
1
1
.
4
0
RGE =
9
1
1
.
5
0
RGE =
919
.30RGE = 919.10
WO
WO
WOLOLOLOLOWOWOWOWOWO
WO
WO
WO FBFBFBFBFBFB
W
OWO
LO
WOWO LO
WOWOWO
WO
WO
WO
WO
WO
WO
WO
F
B
F
B LOFBFBFB
FB
FB
FBFBWOWOLOFB FBFBFBFBFBFBFB
FB
RG
E
=
9
1
1
.
5
0
R
G
E
=
9
1
1
.
4
0
RGE = 91
4.
4
0
RGE = 91
2.
4
0
RGE = 90
9.
0
0RGE =
9
0
8
.
4
0RGE =
907
.90RGE = 907.90RGE = 90
8
.
8
0
RGE = 91
0.
5
0
RGE = 91
0.
7
0 RGE = 910.70RGE = 910.90RGE = 911.70RGE = 912.90RGE = 914.20RG
E
=
9
1
9
.
5
0
R
G
E
=
9
1
9
.
8
0 RGE = 922.90RGE = 929.00RGE = 930.40RGE = 931.90RGE = 933.50RGE = 934.30RGE = 9
2
9.
2
0
RGE = 9
2
9.
9
0
RGE = 925.90RGE = 924.40RGE = 923.30RGE = 922.20RGE = 921.20RGE = 920.50RGE = 922.30RGE = 920.90RGE = 922.40RGE =
9
2
0
.
3
0
RGE =
9
2
0
.
6
0
RGE =
9
2
0
.
8
0
GFE = 9
1
9
.
3
0
LFE = 9
1
1
.
6
0
GFE =
9
1
9
.
6
0
LFE = 9
1
1
.
9
0
GFE =
9
1
9
.
7
0
LFE = 9
1
2
.
0
0
GF
E
=
9
1
9
.
7
0
LF
E
=
9
1
2
.
0
0
G
F
E
=
9
1
9
.
6
0
L
F
E
=
9
1
1
.
9
0
GFE = 91
9.
4
0
LFE = 91
1.
7
0
GFE = 91
7.
4
0
LFE = 90
9.
7
0
GFE = 91
7.
2
0
LFE = 90
9
.
5
0
GFE =
9
1
6
.
6
0
LFE =
9
0
8
.
9
0GFE =
916
.10LFE =
908
.40LFE = 908.40GFE = 916.10LFE = 90
9
.
3
0
GFE = 91
7
.
0
0
LFE = 91
1
.
0
0
GFE = 91
8.
7
0
LFE = 91
1.
2
0
GFE = 91
8.
9
0 LFE = 911.20GFE = 918.90LFE = 911.40GFE = 919.10LFE = 912.20GFE = 919.90LFE = 913.40GFE = 921.10LFE = 914.70GFE = 922.40L
F
E
=
9
1
2
.
0
0GF
E
=
9
1
9
.
7
0
LF
E
=
9
1
2
.
3
0
G
F
E
=
9
2
0
.
0
0 GFE = 927.90LFE = 920.20GFE = 929.20LFE = 921.50GFE = 930.60LFE = 922.90GFE = 932.10LFE = 924.40GFE = 933.70LFE = 926.00GFE = 934.50LFE = 926.80LFE = 922.80GFE = 930.50LFE = 921.40GFE = 929.10LFE = 919.70GFE = 927.40LFE = 9
1
2
.
8
0
GFE = 9
2
0
.
5
0
LFE = 9
1
3
.
1
0
GFE = 9
2
0
.
8
0
LFE = 9
1
3
.
3
0
GFE =
9
2
1
.
0
0GFE = 920.70LFE = 913.00GFE = 921.40LFE = 913.70GFE = 922.40LFE = 914.70GFE = 923.50LFE = 915.80GFE = 924.60LFE = 916.90GFE = 926.10LFE = 918.40
FBRGE =
9
3
0.
3
0
LFE = 916.00GFE = 923.70GFE = 9
2
9.
4
0
LFE = 9
2
1.
7
0
930
928
932
930
928
932
934
936
920922930
926
928
904
904
904
9049069
1
0 906908906
908
918914916918
9
2
0
93
0
9
1
8
9
2
2
9
2
4
9
2
6
92
8 930922924926928932930922924926928
912914916916918920918912
914
916
900
898
902
904
906900
902
904
904
9
0
0
9
0
2
9
0
4
9
0
6
9
0
6
910906
9
0
8
912 9149
1
6
910
906908912
914
916916
912 914916918920
918
WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET8808808908909008
7
8 878 882882 884884886 886888 888892 892894 8948968989029
0
4904904 90
4 90490690890089889
8898 8988988988988988989029
0
2902 9029
0
2
9
0
2 9029029049049069069069
0
6
9
0
6 90690090091091089289289289
28928
9
2
894
89
4
896
896898898902
902
902904
904904904904906908 880
890900
900900900
874
876878
88288
2882
884886
888892
894
896
898
898
89889
8
898
898
898898
89889889889
8
8988988988
9
8898898
898
898898
898
898
89
8
898898
9029
0
2904
906906 904900
902
900
902
902
904
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 8 GRADING (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF
25
-
2024/06/24
22-26553
25 GRADING PLAN
---- ---- 25
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
RETAINING WALL
(MAX HEIGHT 4 FT)
RETAINING WALL
(MAX HEIGHT 4 FT)
GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD
DOOR
LFE = LOWEST FLOOR ELEVATION
RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE,
0.5' BELOW LOWEST OPENING)
FB = FULL BASEMENT
LO = LOOKOUT BASEMENT
WO = WALKOUT BASEMENT
Page 63 of 103
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W COUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET900900900 910910920 9208988988
9
8
8
9
8 89889889889889889889889889
8898898898 9029029049049069
0
6
9
0
89089
0
8 9089
0
8 9089
1
2 9129129129
1
4 914914 914916 91691891891
8 91892
2 922924 924926926928928
9009
0
0 9109109
2
0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189
0
0 900900900900900900 9009009009109109109109
1
0 91092092089689
6 8968968988989029029049049069
0
6 90890891291291
2 9129149149169169189189229229249249009009009009009
0
0 9109108968968
9
6896 89
6896896896896896896896896896 898898 89
889889
8898 8988988988988988988988988989029
0
2 90490490690690890891291291491490090089689689
6896896896 8968968968968968
9
6
896896896896896896896896 89689689689689689
6 89689689689689689689
689689
6896 896896896896 8968968968968
9
689689
6896 89689
6
8
9
6 89689689689
6896896 8968968968968
9
68968968968968968968
9
689689689689
6896 898898898900
89689
6
896896
896
896
896896896
8
9
6
898898898898898898898898
898898
8989
0
090090
09009009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900
89
6896
89
6
89
6
896
898898
898898898
898
898
9009009009109109209
2
09209
2
0
896
8
9
6
8968
9
6
896
896896
8989029
0
2
90290490
4
904
906906
906906906
906906
908
908912
912
91
4
914
916
916
918
9189229
2
2
900910
89
8
8
9
8
898
898898898
90
2
904
906
90891291491491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918
900900900
900
900900
90
0
900900910
920
896896
896
8988
9
8
89
8
898
898
902
904
906
908912914916
918
922
924
926926
926
926926926
926
928
928
90
0
910
920
8968
9
6896896
89
6896896
8988
9
889889
88988988
9
8
898
898902
904906906906908912914916918
922
922922
92
2
924924
924924
9
0
0
900
900910
8
9
6
896
8988988988
9
8898898898
89
8
898
898
898898898898898898898898
898898898902902902904
906
908907.87907.40907.10907.35906.66906.02905.10905.249
0
5
.
2
4 915.52915.79916.11916.44917.15915.36908.219
0
6
.
8
9
904.77911.95912.22913.62914.65912.06912.97918.17917.34918.609
1
9
.
6
4916.67920.58916.57916.32917.58916.50916.189
1
6
.
7
8917.00917.82911.659
0
5
.
2
2 911.72905.009
1
1
.
5
0 911.57900.92904.80905.249
0
5
.
1
4 906.41908.36910.31914.27915.579
1
6
.
8
7 920.75912.32912.63912.71912.52912.99920.12912.17905.76905.11900.14901.78906.199
0
3
.
4
0 902.00900.37917.53914.73911.94908.65909.50911.80913.83916.76918.15920.66926.629
2
8
.
1
5 926.42924.30923.83916.01925.82920.95920.63915.18920.53HPGFE = 912.20
LFE = 904.50
GFE = 915.00
LFE = 907.30
GFE = 917.80
LFE = 910.10
GFE = 920.30
LFE = 912.60
LFE = 905.00
GFE = 912.70
LFE = 907.20
GFE = 914.90
LFE = 909.40
GFE = 917.10
LFE = 911.70
GFE = 919.40
LFE = 913.80
GFE = 921.50LFE = 915.60
GFE = 923.30
LFE = 9
1
4.
7
0
GFE = 9
2
2.
4
0
LFE = 913.70
GFE = 921.40LFE = 912.60GFE = 920.30LFE = 911.30GFE = 919.00LFE = 908.40GFE = 916.10LFE = 908.40GFE = 916.10LFE = 907.10GFE = 914.80LFE = 906.90GFE = 914.60G
F
E
=
9
1
3
.
0
0
LF
E
=
9
0
5
.
3
0 GFE = 914.50LFE = 906.80GFE = 915.20LFE = 907.50GFE = 915.50LFE = 907.80GFE = 916.80LFE = 909.10GFE = 918.10LFE = 910.40GFE = 919.40LFE = 911.70GFE =
9
2
1.
4
0
LFE =
9
1
3.
7
0
GFE
=
9
1
3
.
9
0
L
F
E
=
9
0
6
.
2
0
GFE = 914
.
0
0
LFE = 906.
3
0
GFE = 914.00LFE = 906.30GFE = 913.80LFE = 906.10GFE = 917
.00LFE = 909
.30LFE = 909.60GFE = 917.30LFE = 910.00GFE = 917.70GFE =
918
.40
LFE
=
910
.70
GFE
=
9
1
9
.
0
0
LFE
=
9
1
1
.
3
0
LFE = 911.60GFE = 919.30LFE =
911
.80GFE =
919
.50
RGE = 912.50RGE = 914.70RGE = 916.90RGE = 919.20RGE = 921.30
RGE = 923.10
RGE =
9
2
2.
2
0
RGE = 921.20RGE = 920.10RGE = 918.80RGE = 911.10RGE = 911.10RGE = 909.80RGE = 909.60R
G
E
=
9
0
8
.
0
0 RGE = 906.30RGE = 907.00RGE = 907.30RGE = 908.60RGE = 909.90RGE = 911.20RGE =
9
1
6.
4
0
RGE
=
9
0
8
.
9
0
RGE = 905
.
8
0 RGE = 905.80RGE = 905.60RGE = 908.80RGE = 909.10RGE = 909.50RGE =
910
.20
RGE
=
9
1
0
.
8
0
RGE =
9
1
1
.
1
0
RGE =
9
1
1
.
4
0
RGE =
9
1
1
.
5
0
RGE =
919
.30RGE = 919.10
RGE = 912.10 RGE = 909.60 RGE = 906.80 RGE = 904.00
WO WO WO WO
WOWO
WO
LO
LO
WO
WO
WO
WO
WO
WO
L
OLOLO LOLOWOWOWOWOWO
WO
WO
WO FBFBFBFBFBFB
FB
FB FB FB FB FB
912
914
916
900
898
902
904
906900
902
904
904
910
906908912
914
916916
900900898902902904904910
902
904
906
908
902
902
904
904 91092092
0
912 9129149149169
1
6
918918920
912914
916
918
92
2
924
912910
902
904
906908
912
910
912914916918
920
918
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 8 GRADING (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF
26
-
2024/06/24
22-26553
26 GRADING PLAN
---- ---- 26
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
RETAINING WALL (MAX HEIGHT 4 FT)
GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD
DOOR
LFE = LOWEST FLOOR ELEVATION
RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE,
0.5' BELOW LOWEST OPENING)
FB = FULL BASEMENT
LO = LOOKOUT BASEMENT
WO = WALKOUT BASEMENT
Page 64 of 103
GRANT ST
186TH CIR
185
T
H
A
V
E
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
234
235
211209
314
310 309
308
307
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W
IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
PLANT SCHEDULE 27
SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GD GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
QB QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TA TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
EVERGREEN TREES
AB ABIES BALSAMEA
BALSAM FIR 6` HT MIN B & B
LL LARIX LARICINA
TAMARACK 8` HT MIN B & B
PA PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
27
-
2024/06/24
22-26553
27 PLANTING PLAN
---- ---- 27
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 65 of 103
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
PLANT SCHEDULE 28
SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GD GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
PT POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QB QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TA TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
EVERGREEN TREES
AB ABIES BALSAMEA
BALSAM FIR 6` HT MIN B & B
PA PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
28
-
2024/06/24
22-26553
28 PLANTING PLAN
---- ---- 28
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
Page 66 of 103
OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69
PLANT SCHEDULE 29
SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GD GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
PT POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QB QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
EVERGREEN TREES
PA PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
29
-
2024/06/24
22-26553
29 PLANTING PLAN
---- ---- 29
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
Page 67 of 103
26553 - 9 LANDSCAPE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
-
2024/06/24
22-26553
30 PLANTING DETAILS
---- ---- 30
ELK RIVER MINNESOTA
PLANTING
DETAILS
TTK
TTK
TJW, JDF
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
30
DECIDUOUS TREE PLANTING
NTS LD705
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'
TIE NYLON STRAP AROUND TRUNK AS SHOWN
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
3" LAYER OF SHREDDED HARDWOOD MULCH
MOUNDED AT EDGE TO FORM A SHALLOW
SAUCER - DO NOT PLACE MULCH DIRECTLY
ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
HARDWOOD STAKES 2"X2"X8' LONG - INSTALL
OUTSIDE OF ROOTBALL AT 5' MAX HT
1/2" WIDE NYLON STRAPPING - 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
EVERGREEN TREE PLANTING
NTS
DO NOT CUT PRIMARY LEADER. ALL TREES
SHALL HAVE A STRONG (CENTRAL) DOMINATE
LEADER
FINISH GRADE
TREES 8'+TREES 6'-8'
HARDWOOD STAKES 2"X2"X8' LENGTH -
INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT
STAKING DIAGRAM,
NO STAKING TREES
UNDER 6'
ROOTBALL DIA
2X ROOTBALL DIA
TIE NYLON STRAP AROUND TRUNK AS SHOWN
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 CUT CLEAN AT 90°
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
3" LAYER OF SHREDDED HARDWOOD MULCH
MOUNDED AT EDGE TO FORM A SHALLOW
SAUCER - DO NOT PLACE MULCH DIRECTLY
ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
PRUNE ALL BROKEN, DAMAGED, OR RUBBING
LIMBS AND BRANCHES IMMEDIATELY AFTER
PLANTING
SET ROOT FLARE 3" ABOVE FINISH GRADE
1/2" WIDE NYLON STRAPPING - GREEN OR
BROWN COLOR
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 (5' Ø)
AND WITHIN PLANTING BEDS TO A 3" 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.MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUAL
PIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITING
INGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON
DRAWINGS.
15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH 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.
PLANTING NOTES
Page 68 of 103
PLANT SCHEDULE
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN 35 BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA 19 CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO 43 CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GS 29 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GD 44 GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA 30 MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
PT 7 POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QB 43 QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM 20 QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TA 32 TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
EVERGREEN TREES
AB 14 ABIES BALSAMEA
BALSAM FIR 6` HT MIN B & B
LL 1 LARIX LARICINA
TAMARACK 8` HT MIN B & B
PA 19 PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD 22 PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB 19 PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS 15 PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL QTY DESCRIPTION
SEED MIX
83,805 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
50,629 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
50,812 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
1,617,563 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
85,877 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
26553 - 9 LANDSCAPE (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
-
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22-26553
31 PLANTING SCHEDULES
---- ---- 31
ELK RIVER MINNESOTA
TTK
TTK
TJW, JDF
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
CITY LANDSCAPE REQUIREMENTS
GENERAL LANDSCAPE REQUIREMENTS
ALL SUBDIVISIONS SHALL BE PLANNED, DESIGNED AND MAINTAINED CONSISTENT WITH THE FOLLOWING:
·TREES SHALL HAVE A TRUNK DIAMETER OF NOT LESS THAN TWO (2) INCHES, AND SHALL BE PLANTED IN NOT
LESS THAN ONE CUBIC YARD OF GOOD GROWING SOIL WITH SUITABLE AMOUNT OF FERTILIZER.
·BOULEVARD TREES SHALL BE PLANTED AT INTERVALS OF AT LEAST ONE TREE PER LOT AT A DISTANCE OF AT
LEAST SIX (6) FEET BUT LESS THAN TWELVE (12) FEET FROM BEHIND THE CURB.
·YARD TREES SHALL BE PLANTED IN INTERVALS OF ONE TREE PER LOT AND LOCATED BETWEEN THE EDGE OF
THE RIGHT-OF-WAY AND FRONT OF THE HOUSE.
·CORNER LOTS SHALL REQUIRE TWO BOULEVARD TREES, ONE PER STREET FRONTAGE.
PLANTING
SCHEDULES
31
LANDSCAPE REQUIREMENTS
PLANT TYPE REQUIRED ADDITIONAL TOTAL
DECIDUOUS TREES 302 0 302
EVERGREEN TEES 90 0 90
Page 69 of 103
OUTLOT A
OUTLOT J
OUTLOT H
OUTLOT B
OUTLOT D
OUTLOT C
OUTLOT E
OUTLOT K COUNTY HIGHWAY NO. 40CSAH NO. 12EM Dr
a
i
n
ag
e
E
a
s
em
e
n
tPer
T
i
t
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e
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omm
i
tme
n
t
WET WETWETWE
T
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W
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WETWETWETWET
FP100FP1
0
0 FP100FP100FP100FP100FP100FP100FP100FP100FP
1
0
0 FP100FP100FP100F
P
1
0
0
FP100
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1
0
0
FP100FP100
FP100
FP100FP100FP100FP100FP10
0 FP100FP100
FP10
0
FP100
W
WWW WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUU
U
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WETTROTT BROOKTROTT BROOKTROTT BROOKTRO
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K COUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY IVANHOE ST188TH AVE
NW
TR
O
T
T
B
R
O
O
K
TROTT
BROOK
183R
D
A
V
E
N
W WETWETWET
W
E
T
WET WE
T
WETWETW
E
T
WET
WETWETWET WETWET
BASIN Q
BASIN R
BASIN S
BASIN X
BASIN W
BASIN T
BASIN U
BASIN V
BASIN P
187TH AVE
185TH A
V
EKENNEDY STLINCOLN STGRANT
ST
186TH AVE
185
T
H
A
V
E
ROAD
H
R
O
A
D
M
ROAD PROA
D
I
ROA
D JROAD K186TH AVE
185TH C
I
R
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
32
-
2024/06/24
22-26553
32 OVERALL WETLAND IMPACTS PLAN
---- ---- 32
ELK RIVER MINNESOTA
OVERALL
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
200 400
TTK
TTK
TJW, JDF
WETLAND LEGEND
WETLAND IMPACT AREA
REQUIRED AVERAGE WETLAND BUFFER
AVERAGE BUFFER AREA NOT IN COMPLIANCE
POTENTIAL EXCESS WETLAND BUFFER AREA
WETLAND 1A
WETLAND 2
WETLAND 3
WETLAND 4C
WETLAND 10
WETLAND 11
WETLAND 1B
WETLAND
WETLAND
PERIMETER
(LF)
WETLAND
AREA (SF)
TOTAL AREA
IMPACTED (SF)
AVERAGE
WETLAND
BUFFER (LF)
1A 7,014 1,932,803 29,545 25.6
1B 1,004 22,638 22,638 N/A
TOTAL 8,018 LF 1,955,441 SF 52,183 SF
TOTAL 1.52 MI 44.89 AC 1.20 AC
WETLAND 4B
WETLAND 4A
FEMA FLOODWAY
FEMA FLOODWAY
FEMA FLOODWAY
Page 70 of 103
XXXCOUNTY HIGHWAY NO. 40WW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W
IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40BASIN Q
BASIN R
BASIN PGRANT
ST
185
T
H
A
V
E
ROAD
H
R
O
A
D
M
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
33
-
2024/06/24
22-26553
33 DETAILED WETLAND IMPACTS PLAN
---- ---- 33
ELK RIVER MINNESOTA
DETAILED
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND 1B
IMPACT: 22,638 SF
Page 71 of 103
XXXFP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWETBASIN S
BASIN X
BASIN W
BASIN TROAD PROA
D
I
ROA
D JWETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
34
-
2024/06/24
22-26553
34 DETAILED WETLAND IMPACTS PLAN
---- ---- 34
ELK RIVER MINNESOTA
DETAILED
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND 1A
IMPACT: 29,545 SF
PROPOSED 25' WETLAND
BUFFER, TYP.
WETLAND BUFFER SIGN, TYP.
WETLAND 1B
IMPACT: 22,638 SF
WETLAND 1A
IMPACT: 29,545 SF
POTENTIAL EXCESS WETLAND
BUFFER AREA: 17,091 SF
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
Page 72 of 103
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WETBASIN T
BASIN U
BASIN V
ROA
D JROAD KLIC. 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
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONxxxx-xx-xx xxxxx
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
35
-
2024/06/24
22-26553
35 DETAILED WETLAND IMPACTS PLAN
---- ---- 35
ELK RIVER MINNESOTA
DETAILED
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND 1A
IMPACT: 29,545 SF
PROPOSED 25' WETLAND
BUFFER, TYP.
WETLAND BUFFER SIGN, TYP.
POTENTIAL EXCESS WETLAND
BUFFER AREA: 17,091 SF
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
Page 73 of 103
ROAD C
ROAD C
ROAD G
ROA
D
G
ROA
D
GROAD AROAD AROAD BROAD B188TH
AVE
NW
ROAD E
IV
A
N
H
O
E
P
K
W
Y
IVA
N
H
O
E
P
K
W
Y ROAD HROAD
H
ROAD
H
ROAD L
ROAD M ROAD NROAD OROAD PROAD Q
ROAD R
ROAD S
ROAD T
ROAD U
ROAD
I
ROAD
I
ROA
D JROAD KROAD D
ROAD F
MODIFICATION IS SHOWN
AS CONCEPTUAL ONLY.
REQUIRES ADDITIONAL
GRADING AND REMOVALS.
TRIAL IS SHOWN AS CONCEPTUAL
AS COST SHARING IS BEING
DISCUSSED BETWEEN AGENCIES.
ISGInc.com
CAD FILE NAME
Architecture + Engineering + Environmental + Planning
26553 PARK EXHIBIT
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\26553 PARK EXHIBIT.DWG SAVED BY: TODD.KIRK
N0
SCALE IN FEET
250 500
UPLAND PARK AREA (1,192,319 SF / 27.37 AC)
TRAILS AND WALKWAYS (4,977 LF)
WATER FEATURE (627,300 SF / 14.40 AC)
REGIONAL TRAIL ELIGIBLE FOR TRAIL CREDIT
AT CONSTRUCTION COST (4,860 LF)
TRAILS TO BE CONSTRUCTED BY OTHERS
TO BE EVALUATED
WITH FUTURE
PRELIMINARY PLAT
Page 74 of 103
20
36
27
26
25
24
23
22
21
103
100
99
101
102
105
106
107
108 109
110
79
71 67687069
OUTLOT F
74
76
75
73
40
OUTLOT E
72
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
ROAD
H
BASIN T
100 YR HWL = 912.94ROAD LXXXBASIN S
100 YR HWL = 903.55
ISGInc.com
CAD FILE NAME
Architecture + Engineering + Environmental + Planning
26553 GHOST PLAT - PPLAT-SE
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\PPLAT\26553 GHOST PLAT - PPLAT-SE.DWG
ISG PROJECT NO. 22-26553
FOSTER PROPERTY DEVELOPMENT
ELK RIVER, MINNESOTA - 2024/06/05
GHOST PLATTED AREA N0
SCALE IN FEET
#####
PROPERTY LINE, TYP.
60' ROWSTORMWATER BASIN
28 SINGLE FAMILY LOTS
55', TYP.
Page 75 of 103
Memorandum
To: Planning Department
From: David A. Roedel - Deputy County Engineer, Sherburne County
Date: 07-08-2024
Subject: Site Plan Review – July 2024
_______________________________________________________________________
The agency listed above has reviewed the application listed below and has the following comments:
1. CU 24-10 Harvest Intercontinental Church – 555 Railroad Dr. NW
CUP for religious institution
1. No concerns or issues with the application as proposed.
CL PC: 07-23-2024
CC: 08-19-2024
2. CU 24-11 Riverside Kennel – Kelly Smith, 18850 Ogden St. NW
CUP for private kennel
1. No concerns or issues with the application as
proposed.
CL PC: 07-23-2024
CC: 08-19-2024
3. V 24-09
CU 24-12
The Original Collins Brothers Auto, Truck & Towing, 16234 Jarvis St.
Variance for zero lot line; CUP for combined use.
1. No concerns or issues with the application as proposed.
CL BOA: 07-23-
2024
CC: 08-19-2024
4. P 24-06 US Home, LLC – Lennar Corporation-
Foster Property EAW
As discussed during review of the concept site plan at meetings held
in 2022, access spacing on County Road 40/Cleveland Street NW is
½ mile for full access based on the 55-mph speed limit of the
roadway.
185th Avenue meets Access spacing guidelines for full access to
County Road 40. Right and Left turn/bypass lanes are required at
this location. It appears the layout provided may reflect this.
Road J does not meet access spacing guidelines for a full access as it
is not ½ mile from County State Aid Highway 12, or from 185th
Avenue. The access will be limited to a right turn in, right turn out
and left turn in. A left turn out will not be allowed. The entrance in
the build condition will require construction of a center median at
the left turn lane into the site, a porkchop island on Road J, or a
combination that restricts the ability to turn left out of the site.
Should it be determined that vehicles leaving Road J are turning left
ZC PC: 07-23-2024
CC: 08-19-2024
Page 76 of 103
out, Sherburne County reserves the right to close off the Left turn in
movement.
It should be noted that with anticipated development on the east side
of County Road 40 aligning with Road J, the intersection will be
reviewed to determine if access will be restricted to a right turn in,
and right turn out for all movements on both sides of the road.
As outlined in Chapter 7, Implementation Plan from Driving Forward,
Sherburne County Transportation plan, Traffic Impact Analysis section,
a traffic impact analysis is requested to evaluate how a proposed land
development or land use change would impact the operation and
safety of the county highway system. The analysis should include the
intersections of 185th and Road J with County Road 40. The analysis
does not preclude the requirement to follow access spacing
guidelines noted above.
5. V 24-10 Heritage Millwork – 16767 Gateway Road
Variance for parking requirements
1. No concerns or issues with the application as
proposed.
ZC BOA: 07-23-
2024
CC: 08-19-2024
6. CR 24-05 The Specht Family Farm - Capstone Homes
Concept Review for housing development
1. No concerns or issues with the application as
proposed.
ZC PC: 07-23-2024
CC: 08-19-2024
7. V 24-11 Ron Touchette – Rock Solid Companies – 414 Main St. NW
Setback Variance
1. No concerns or issues with the application as proposed.
ZC BOA: 07-23-
2024
CC: 08-19-2024
Page 77 of 103
ver
Ordinance 24 - 12
to be removed
Underlines to be added
An Ordinance Amending Chapter, 30, Division 9, Other Nonoverlay Districts, of
the City of Elk River, Minnesota, City Code
The City Council of the City of Elk River does hereby ordain as follows:
SECTION 1. That Chapter 30, Division 9, Other Nonoverlay Districts, of the City of Elk River
Code of Ordinances shall be amended to add the following Subdivision and Section:
Subdivision III. AV12roved Planned Unit Development Districts
Section 30-1600. — Bradford Park PUD
a) Legal Description. The followings described propem located within the Cit) of Elk River,
Sherburne County Minnesota is hereby zoned PUD Planned Unit Development:
The followingi-rohem located in Section 36. Township 33, Range 26, Sherburne County.
Minnesota:
The South Half of the Northwest Quarter, the Southwest Quarter of the Northeast Quarter;
the North Half of the Southwest Quarter; the Southeast Quarter of the Southwest Quarter;
the Southwest Ouarter of the Southeast [_]uarter: and the Northwest ( ]uarter of the
Southeast Quarter; excepting..; from the forgoing. description the following described Parcel 1
and Parcel 2; but adding to the forgoing description an easement over the Easement Parcel.
described below:
Parcel 1: The East 660 feet of the South 660 feet of the North 936 feet of the Northwest
Quarter of the Southeast ()uarter of said Section 36.
Parcel 2: The West 825 feet of the North 550 feet of the South 600 feet of the Southwest
Quarter of the Southeast Quarter: together with that part of the East 75 feet of the
Southeast Quarter of the Southwest [ ]uarter h-ing*South of the Westerly extension of the
North line of said South 600 feet of the Southwest Quarter of the Southeast Quarter; all
being part of Section 36, Townsh #-) 33, Range 26;
b) PUD Development Standards. The propert y shall be subject to the following; standards.
Last Updated January 2023
P 0 9 E A I I 11NATMEI
Page 78 of 103
Strikattgks to be removed
Underlines to be added
1) Uses
a. Permitted Uses
1. Residential, single famib,.
2. Residential facilities (one to six persons)
3. State licensed residential facilities or a housing; with services establishment
registered under chapter 144D serving; six or fewer persons, a licensed day- care
facility serving; 12 or fewer persons, and a }group family day care facility licensed
under Minnesota Rules ~arts 9502.0315 to 9502.0445 to serve 14 or fewer
children shall be considered a permitted single family residential use of propern
for the purposes of zoning;, except that a residential facility whose 17rimar-
purpose is to treat juveniles who have violated criminal statutes relating; to sex
offenses or have been adjudicated delinquent on the basis of conduct in violation
of criminal statutes relating; to sex offenses shall not be considered a_permitted
use.
b. Accesson Uses
1. Accesson- dwelling; units
2. Residential occupations.
3. Structures, accessory.
4. Towers (less than 60 feet in height)
5. Sit*ns (as nermitted in section 30-851 et seu.).
c. Conditional Uses
1. Kennels. private
2) Lot Size
a. The PUD permits lot sizes as follows:
Lot Tvl2e
Unit
Count
Minimum Minimum
TY12ical
Lot Area
Lot
Width
Lot
Depth
Min. 55' Sin VIe-Famil Lots 112 55' - 0" 130' - 0" 7.150 SF
Min. 65' Sin le-Famil Lots 202 65' - 0" 1 130' - 0" 8.450 SF
3) Setbacks
a. Single Family Lots
1. Primary Structures
Front Setback 25' - 0"
Side Setback 7' - 6"
Rear Setback 20' - 0"
Corner Front Setback 20- 0"
Last Updated January 2023
O 1! E A E I 11INATUREI
Page 79 of 103
Stiiked--ffatighs to be removed
Underlines to be added
v
2. Accessop Structures
u
Front Setback 25' - 0"
Side Setback 5' - 0"
Rear Setback 5- 0"
Corner Front Setback 1 20' - 0"
3. Accessoa, structures shall be limited to two -detached structures.
4. Total garage space (attached and detached) shall be limited to 1,200 SF.
5. All other setbacks shall be consistent with the relevant section of the cit% code.
4) Additional DesiVti Standards:
a. Drivewa vs width is limited to 20' — 0" as measured at the front propem line or the
entire distance between the curb and sidewalk.
b. Drivewa -s must be setback 5'-0" from side pro err lines.
c. Internal monotony code
1. Adiacent homes shall not repeat the same facade desil,i or prima , exterior
color.
2. This standard also applies to the nearest three lots across the street.
3. The builder shall demonstrate compliance with this standard when the building;
permit is submitted.
5) And standard not specifically described within this section shall remain consistent with
the City of Elk River Code of Ordinances.
c) Development Plans. The PUD shall be developed in accordance with the following plans, as
amended from time to time. on file at cit} hall.
Plan A — Preliminary Plat of Bradford Park as approved b}- the Elk River Citti' Council on
l uh 17, 2023, and subject to all conditions of aup proval.
Plan B — Bradford Park Phase 1 Construction Plans prepared by ISG and dated March 25
2024.
Last Updated January 2023
NATURE
Page 80 of 103
to be removed
Underhnes to be added
SECTION 4. That this ordinance shall take effect upon adoption and be published as provided by
law.
Passed and adopted by the City Council of the City of Elk River this 20th day of May, 2024.
U-041,
John . Die , May
ATTEST:
Tina Allard, City Clerk
rIIEaII It
NA TURD
Last Updated January 2023
Page 81 of 103
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.1
Meeting Date
July 23, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Commission Bylaws: Planning Commission and
Board of Adjustments
Reviewed by
Chris Leeseberg
Action Requested
Adopt, by motion, the bylaws for the Planning Commission and the Board of Adjustments
Background/Discussion
During the commission's regular meeting on June 25, 2024, you reviewed the proposed bylaws for the
Planning Commission and Board of Adjustments. The Commission was generally comfortable with the
proposal, but did have questions related to how they could call special meetings.
City administration stated that the change to special meeting protocol is a new city policy and is required for
all commissions.
Financial Impact
None
Mission/Policy/Goal
Ethical, efficient, and responsible.
Attachments
1. Planning Commission Bylaws
2. Board of Adjustments Bylaws
Page 82 of 103
City of Elk River
Bylaws of the Planning Commission
Article 1. Purpose
As outlined in city ordinance the purpose of the Planning Commission is:
The planning commission assists in implementing city plans by making recommendations to the City
Council on long-range planning issues, such as land use and transportation, as well as current issues
including subdivisions, site plans, conditional use permits, and variances.
Article 2. Responsibilities
As outlined in city ordinance, the responsibilities of the Planning Commission are:
A. Prepare and recommend to the City Council for adoption a Comprehensive Plan and amendments
as provided for by Minnesota Statutes Chapter 462. Such plan may be prepared in sections, each
of which must relate to a major subject of the plan, as outlined in the Commission’s work
program. The comprehensive plan must include those official controls as defined by Minnesota
Statutes Chapter 462 including, but not limited to, ordinances establishing zoning, subdivision
controls, site plan regulations, sanitary codes, building codes, and official maps.
B. Review the acquisition or disposal of real property by the city as provided for by Minnesota
Statutes Chapter 462 for the purpose of considering this action for consistency with the city’s
Comprehensive Plan. Upon the completion of its review, the Planning Commission shall forward
to the City Council the following: i) its findings as to compliance of the proposed acquisition or
disposal by the City of real property with the comprehensive plan; and ii) if any modifications or
amendments to the comprehensive plan are necessary.
C.Review proposed amendments to the city’s zoning and subdivision regulations and submit its
recommendations to the City Council.
D.Review all development proposals and hold public hearings according to the authority and
procedures set forth in the City’s zoning and subdivision regulations.
E.Serve as the Board of Adjustment.
Article 3. Meetings
A. Annual Organizational Meeting. The March meeting in each calendar year shall be the
organizational meeting which includes the election of officers, a review of bylaws, and approval
of the meeting calendar.
B. Commission Schedule. The Planning Commission shall meet at least 12 times per year. Regular
Meetings shall be held on the fourth Tuesday of the month at 6:30 p.m. in Council Chambers at
City Hall. The meeting schedule shall be posted at the primary office/facility the commission
meets and the Elk River City Hall.
C. Special Meetings. This policy is set by the City Council. Special Meetings may be added by
consensus of the commission at a scheduled Regular Meeting to complete unfinished or newly
planned business. Special Meetings shall not replace scheduled Regular Meetings.
Page 83 of 103
D. Attendance Policy. This policy is set by the City Council. Members are expected to maintain a
proper attendance record. Attendance is vital to community service and City Council
expectations. Because attendance is important, the City Council has adopted the following
attendance policy:
Members shall be automatically removed for lack of attendance. Lack of attendance is
defined as:
▪Regularly Scheduled Monthly Commissions: missing three (3) scheduled
Regular Meetings during a calendar year without an excused absence; or
missing 50% of Regular and Special Meetings with or without an excused
absence during a calendar year.
An absence may be excused if the staff liaison or the Office of the City Clerk are notified no
later than 12 p.m. (noon) on the day of the scheduled meeting.
Participation for less than three-fourths (3/4) of a meeting shall be considered an absence.
Members removed pursuant to this paragraph shall not continue to serve on the board or
commission. A member may appeal termination by requesting a hearing before the City
Council within 10 days of notice of termination.
Staff liaisons shall use a standard commission attendance form to record attendance. The
Office of the City Clerk shall forward the attendance record to the City Council each June and
December for Council review.
Article 4. Officers, Elections, Duties
A. As outlined in the city ordinance, a chair and vice chair must be selected. During the annual
meeting, the members shall elect a chair and vice chair who shall hold the office for a period of
one year. The city ordinance states a member must have one year of experience before being
elected to serve as chair. If both the chair and vice chair are absent, the remaining quorum shall
appoint one member to preside at that meeting.
B. Each voting member has a right to make a nomination for an officer.
C. A vacancy for an officer shall be filled by a vote at the next regularly scheduled meeting after the
vacancy occurs.
D. The chair shall preside at all meetings.
E. The vice chair shall act for the chair in his/her absence.
F. Any member of the commission may request to add items to the Regular Meeting agenda.
Requests must be submitted to the staff liaison, in writing, no less than seven (7) days prior to
the scheduled Regular Meeting.
Article 5. Staff Roles
The city shall provide the commission necessary technical and administrative assistance as follows:
A. Preparation of and posting of public notices as required by law.
B. Preparation of all meeting materials, such as agendas, reports, reference materials, and
presentation materials.
C. Preparation of meeting minutes.
D. Retention of and public access to all commission records.
Page 84 of 103
Article 6. Training
Members are expected to complete recommended training to meaningfully participate and make
informed decisions on matters coming before them.
Article 7. Reporting
As outlined in city ordinance the commission shall provide reports, conclusions, and
recommendations to the City Council throughout the year as needed.
Article 8. Public Records
A. All commissions receive and create public records while conducting business. Members may also
produce public records in their official capacity as a board member. All board-related
communications are subject to public disclosure.
B. Examples of public records include papers, notes, photographs, videos, maps, emails, voicemail
messages, instant messages, and text messages. Email and text messages are public records when
created by appointed officials and employees for the purpose of conducting official city
business. Social media posts may also be considered a public record.
Article 9. Conflict of Interest/Ethics
A. Members may not, in their private capacity, negotiate, bid for, or enter into a contract on behalf
of or with the City of Elk River in which they have a direct or indirect financial interest or
perceived financial interest.
B. A member shall withdraw from commission discussion, deliberation, and vote on any matter in
which the member, an immediate family member, or an organization with which the commission
member is associated has a financial or perceived personal interest (see City Ordinance). The
member shall also leave the meeting room during the ensuing discussion and vote.
C. A member may not receive anything of value that could reasonably be expected to influence
their vote or other official action (see Minnesota Gift Law).
Article 10. Amendments to Bylaws
All bylaw changes shall be reviewed and approved by the Planning Commission and must be filed
with the Office of the City Clerk.
Adopted: July 23, 2024
Perry Beise
Planning Commission Chair
Page 85 of 103
City of Elk River
Bylaws of the Board of Adjustments
Article 1. Purpose
As outlined in city ordinance the purpose of the Board of Adjustments is:
The board of adjustments hear matters of zoning variances, zoning appeals, and the establishment
of legal nonconforming rights.
Article 2. Responsibilities
As outlined in city ordinance, the responsibilities of the Board of Adjustments are:
A.Administrative review. To hear and decide appeals where it is alleged there is error in any order,
requirement, decision, or determination made by staff in the enforcement of this chapter.
B.Variance. To authorize, upon appeal in specific cases, such variance from the terms of this chapter
as will not be contrary to the public interest where, owing to special conditions, a literal
interpretation and enforcement of the provisions of this chapter would result in unnecessary
hardship as provided in Chapter 30, Article VI.
Article 3. Meetings
A. The board of adjustments shall adopt bylaws for the transaction of its business consistent with
the provisions of Chapter 30, division 2, article VI of this code and Minn. Stats. §§462.351-
462.364. Meetings of the board shall be held on the same evenings as the Planning Commission
meetings.
B. Commission Schedule. As outlined in city ordinance, the Planning Commission shall meet at
least 12 times per year. Regular Meetings shall be held on the fourth Tuesday at 6:30 p.m. in
Council Chambers at City Hall. The meeting schedule shall be posted at the primary
office/facility the commission meets and the Elk River City Hall.
C. Special Meetings. This policy is set by the City Council. Special Meetings may be added by
consensus of the commission at a scheduled Regular Meeting to complete unfinished or newly
planned business of the scheduled Regular Meeting. Special Meetings shall not replace scheduled
Regular Meetings.
D. Attendance Policy. This policy is set by the City Council. Members are expected to maintain a
proper attendance record. Attendance is vital to community service and City Council
expectations. Because attendance is important, the City Council has adopted the following
attendance policy:
Members shall be automatically removed for lack of attendance. Lack of attendance is
defined as:
▪Regularly Scheduled Monthly Commissions: missing three (3) scheduled
Regular Meetings during a calendar year without an excused absence; or
missing 50% of Regular and Special Meetings with or without an excused
absence during a calendar year.
▪All Other Commissions: missing two (2) scheduled Regular Meetings during
a calendar year without an excused absence or missing 50% of Regular and
Page 86 of 103
Special Meetings with or without an excused absence during a calendar year.
An absence may be excused if the staff liaison or the Office of the City Clerk are notified no
later than 12 p.m. (noon) on the day of the scheduled meeting.
Participation for less than three-fourths (3/4) of a meeting shall be considered an absence.
Members removed pursuant to this paragraph shall not continue to serve on the board or
commission. A member may appeal termination by requesting a hearing before the City
Council within 10 days of notice of termination.
Staff liaisons shall use a standard commission attendance form to record attendance. The
Office of the City Clerk shall forward the attendance record to the City Council each June and
December for Council review.
Article 4. Officers, Elections, Duties
Officers, the election process, and their duties shall be consistent with the procedures established by
the Planning Commission bylaws. The offers shall be the same as appointed by the Planning
Commission.
Article 5. Staff Roles
The city shall provide the commission necessary technical and administrative assistance as follows:
A. Preparation of and posting of public notices as required by law.
B. Preparation of all meeting materials, such as agendas, reports, reference materials, and
presentation materials.
C. Preparation of meeting minutes.
D. Retention of and public access to all commission records.
Article 6. Training
Members are expected to complete recommended training to meaningfully participate and make
informed decisions on matters coming before them.
Article 7. Reporting
As outlined in city ordinance the commission shall provide reports, conclusions, and
recommendations to the City Council throughout the year as needed.
Article 8. Public Records
A. All commissions receive and create public records while conducting business. Members may also
produce public records in their official capacity as a board member. All board-related
communications are subject to public disclosure.
B. Examples of public records include papers, notes, photographs, videos, maps, emails, voicemail
messages, instant messages, and text messages. Email and text messages are public records when
created by appointed officials and employees for the purpose of conducting official city
business. Social media posts may also be considered a public record.
Article 9. Conflict of Interest/Ethics
A. Members may not, in their private capacity, negotiate, bid for, or enter into a contract on behalf
of or with the City of Elk River in which they have a direct or indirect financial interest or
perceived financial interest.
B. A member shall withdraw from commission discussion, deliberation, and vote on any matter in
Page 87 of 103
which the member, an immediate family member, or an organization with which the commission
member is associated has a financial or perceived personal interest (see City Ordinance). The
member shall also leave the meeting room during the ensuing discussion and vote.
C. A member may not receive anything of value that could reasonably be expected to influence
their vote or other official action (see Minnesota Gift Law).
Article 10. Amendments to Bylaws
All bylaw changes shall be reviewed and approved by the Planning Commission meeting as the
Board of Adjustments and must be filed with the Office of the City Clerk.
Adopted: July 23, 2024
Perry Beise
Planning Commission Chair
Page 88 of 103
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.2
Meeting Date
July 23, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Downtown Plan: Select Commission Representative
Reviewed by
Chris Leeseberg
Action Requested
Select a commission member to serve on the steering committee for the 2024 Downtown Small Area Plan.
Background/Discussion
The project timeline and meetings are taking shape with the selection of Bolton and Menk, Inc. as the city's
consultants for the 2024 Downtown Small Area Plan. One of the project's important components is forming a
steering committee to aid in the development of the plan. The steering committee will meet regularly,
approximately every one to two months, and their feedback will be incorporated throughout the process.
The committee will include seven members - one member from the City Council, the Planning Commission,
the Housing and Redevelopment Authority, and the Heritage Preservation Commission, two downtown
business representatives, and one at-large community member.
Staff requests the Planning Commission nominate one member to serve on the steering committee. Meeting
dates and times will be scheduled based on the availability of the committee members.
Financial Impact
None
Mission/Policy/Goal
Meet changing needs - agile.
Opportunity to live, work, and play.
Attachments
None
Page 89 of 103
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
8.1
Meeting Date
July 23, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Concept Review: Holzem Rural Residential
Development
Reviewed by
Chris Leeseberg
Action Requested
Provide the applicant with informal, non-binding, feedback regarding their proposed residential subdivision.
Background/Discussion
The applicant requests initial feedback regarding a proposed residential subdivision near Twin Lakes
Elementary School and along the city border with Nowthen. The submitted plan proposes a 98 lot single-
family subdivision consistent with the R-1b non-sewered zoning standards – 1-acre lots with 160 feet of
frontage.
The Comprehensive Plan guides the property for Mixed Residential uses in an area the city has included in
their plans for extension of city sewer and water. While this layout is similar to the recent concept plan for a
development near Elk Lake Road and Ranch Road, that project is not slated for city utilities and is guided for
both Traditional and Rural Single-Family uses.
Development Concerns
City plans and discussions regarding this area of the city anticipate extension of city sewer and water, and in-
turn, urban development. The proposed project does not support extension of utilities and does not achieve
the development goals of the comprehensive plan. These properties have been included in the future urban
service area since 2013.
Should this concept move forward, there are a significant number of connections to Nowthen. The developer
would need to approach that community to better understand their long-term goals and provide connections
that support their anticipated growth.
Staff requests the commission discuss the items outlined above and expand their discussion based on
developer feedback. The goal of the concept review process is to provide the applicant with informal feedback
to guide further development of their project.
Financial Impact
None
Page 90 of 103
Mission/Policy/Goal
Opportunity to live, work, and play.
Support the growth and development of the community.
Attachments
1. Location Map
2. Applicant's Narrative
3. Conceptual Layout
Page 91 of 103
Page 92 of 103
Narrative
Holzem Property Concept Plan
Prepared for:
Kent Roessler
June 19, 2024
SUBMITTED TO
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
PREPARED BY
Landform Professional Services, LLC
105 5th Ave S, Suite 513
Minneapolis, MN 55401
Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC Page 93 of 103
TABLE OF CONTENTS
Introduction .................................................................................................................................................. 1
Concept Plan ................................................................................................................................................. 1
Summary ....................................................................................................................................................... 1
Contact Information ...................................................................................................................................... 2
Page 94 of 103
Holzem Site, Elk River, MN June 19, 2024
KER24001 1
Introduction
On behalf of Kent Roessler, Landform is pleased to submit this application for concept plan review of the Holzem site
which includes the following PID numbers; 75-00869-0010, 75-00125-4101, 75-00125-4102, 75-00761-0040, 75-
00125-1100. The site includes five parcels that total 197.13 acres. Our concept plan was created to show a rural
residential development on well and septic rather than municipal sewer and water. We are excited about the plan
proposed for this site and look forward to discussing this proposal with the City.
Concept Plan
The site is currently guided Mixed Residential by the future land use plan and zoned R-1a Single Family Residential
on the zoning map. The land is also shown within the future urban service area. We are requesting a land use
change from Mixed Residential to Rural Residential and removal from the future urban service area. The concept
plan has been prepared consistent with the dimensional standards of the R-1b zoning district which is the zoning
change that would be requested with support of the land use and urban service area changes.
We are requesting a change to remove the project site from the future urban service area. The project site was
originally not part of the future urban service area, but the designation was changed as part of the 2040
Comprehensive Plan Update adopted in 2021. LGI Homes came forward with a concept plan in 2022 to develop the
site with municipal services, which prompted the City to hire a consultant to perform a study for the expansion of
sewer and water into the future urban service areas, specifically the northeast area where this project is located. The
study showed the significant infrastructure necessary to serve the northeast area with sewer and water. A new force
main from the wastewater treatment site over 3 miles away is necessary to serve the northeast area and this project
site. This would require participation from several smaller adjacent properties to the south. The cost and additional
properties that need to participate make it not feasible for this site to develop with sewer and water. Following the
results of the study, LGI Homes decided not to pursue the development given the costs associated.
The City has the option to bond for the infrastructure project and assess the costs through the Section 429 process.
This would result in higher taxes for Elk River residents and large assessments for the benefitting properties in the
northeast district. This would involve a lengthy process and would likely receive pushback from many of the property
owners. Therefore, the discussion with the council was that all improvements would be a cost borne by the developer
as properties develop.
This project site cannot bear the infrastructure costs to bring a new trunk sanitary line from the wastewater treatment
plant, therefore we are requesting an amendment to the comprehensive plan to remove this site from the future
urban service area. We believe this is the only viable option to develop this site in the foreseeable future and we
request the City to consider amending the comprehensive plan to provide a path forward for the property to develop.
Summary
We respectfully request feedback on the Concept Plan to develop the Holzem site as a rural residential community
without sewer and water.
Page 95 of 103
Holzem Site, Elk River, MN June 19, 2024
KER24001 2
Contact Information
This document was prepared by:
Kevin Shay, AICP
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
Any additional questions regarding this application can be directed to Eric Luth at eluth@landform.net or
612.638.0261.
Page 96 of 103
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NO
.
40COUNTY HIGHWAY NO. 40NO.
40
WOOD FENCE 7.1 FT. NORTH OF LINE
EDGE OF GRASS 5.7 FT. WEST OF LINE
BARBED WIRE FENCE
4.1 FT. WEST OF LINE
BARBED WIRE FENCE
3.1 FT. WEST OF LINE
FENCE LINE
NO WIRE
WOOD FENCE 1.3 FT.
NORTH OF LINE
12012
0
BARBED WIRE FENCE
ON LINE
COUNTY H
IGHWAY
SS
SS
SS
1.4 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.1.0 Ac.1.0 Ac.
1.0 Ac.
1.1 Ac.
1.1 Ac.
1.0 Ac.1.0 Ac.
1.4 Ac.
1.0 Ac.
1.1 Ac.
1.2 Ac.1.0 Ac.1.0 Ac.1.0 Ac.
1.4 Ac.
2.2 Ac.
1.0 Ac.
1.6 Ac.
1.9 Ac.
3.6 Ac.
2.9 Ac.
1.0 Ac.
1.0 Ac.
1.1 Ac.
1.3 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.1 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.1 Ac.
1.1 Ac.
1.3 Ac.
1.7 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.0 Ac.
1.1 Ac.
1.0 Ac.1.0 Ac.
1.0 Ac.
2.3 Ac.
1.0 Ac.
1.0 Ac.
1.2 Ac.
1.0 Ac.
1.0 Ac.
1.7 Ac.
1.0 Ac.
1
2
4
3
5
6
7
8
9
10
11
12
13
14
15
16
17 18 19
20
21
22 23
24
44
45
46
47
48 49 50
51
52
53
54
55
56
57
58
59
60
61
62
63
90 91
92
93
94
95 96
89
88
87
86 85 84 83
828180
79
78
77
7675
64
65
66
67
68
69
70
71 72 73 74
43
42
41
40
39
38
37
36
35
34
25
26
27
28
29
30
31
32
33
WETLAND A
1.30 ACRES
WETLAND D1
0.71 ACRES
WETLAND D2
0.48 ACRES
WETLAND 1
38.89 ACRES
WETLAND 2
0.27 ACRES
WETLAND L
0.14 ACRES
WETLAND 3
0.65 ACRES
WETLAND 4
0.46 ACRES
WETLAND 5
3.30 ACRES
EXISTING POND
1.17 AC.
1.3 Ac.
1.4 Ac.
1.8 Ac.
1.8 Ac.
97
1.2 Ac.
1.2 Ac.
1.3 Ac.
1.1 Ac.
1.1 Ac.
1.1 Ac.1.1 Ac.1.1 Ac.
1.1 Ac.
1.1 Ac.
1.7 Ac.
1.3 Ac.
1.3 Ac.
1.6 Ac.
1.8 Ac.
1.7 Ac.
1.4 Ac.
1.9 Ac.
2.5 Ac.1.9 Ac.1.9 Ac.
1.5 Ac.
1.5 Ac.
1.5 Ac.
1.7 Ac.
2.0 Ac.
4.4 Ac.
2.3 Ac.
98
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
Concept Plan Submittal
Holzem Site • Elk River, MN
• 06.19.2024
Summary
Total Project Area:197.13 acres
Wetland Area:47.08 acres
Wetland Buffer Area:7.91 acres
Existing Pond Area:1.17 acres
Developable Area:140.97 acres
R.O.W.:60ft
Cul-de-sac
R.O.W. Radius:60ft
Proposed Design Parameters
R1-b Zoning
·Nonsewered
·1 Ac. Minimum
·160 ft. Minimum Lot Frontage
Front Yard Setback:35ft
Rear Yard Setback:25ft
Side Yard Setback: 10ft
Garage Side Setback:5ft
Total Lots:98
Total Length of New Roads: 11870 LF
Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC.
NORTH 0 200
Page 97 of 103
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
8.2
Meeting Date
July 23, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Concept Review: The Specht Family Farm Housing
Development
Reviewed by
Chris Leeseberg
Action Requested
Provide the applicant with informal, non-binding, feedback regarding their proposed residential subdivision.
Background/Discussion
The applicant, Capstone Homes, is working with the owners of the Specht Farm regarding a potential
residential subdivision. The site is unique in its location and has supported agricultural operations for many
years. The project is bordered by Highway 10 to the east, the Oliver Kelley Farm to the south, the Mississippi
River to the west, and existing residential and commercial uses to the north. The Comprehensive Plan guides
the property for Mixed Residential and Highway Business Uses. The site is also adjacent to MnDOT's planned
interchange at Twin Lakes Road and Highway 10.
Development Concerns
First, access to the site will be from Highway 10, likely through an interim access at 165th Ave and the
location of the existing driveway. Long-term access will utilize the planned interchange on the north end of
the site and a frontage road along the highway. How and when these access locations are utilized and
improved is an ongoing conversation with MnDOT. City staff and the applicant have met with MnDOT traffic
and planning staff to discuss access, but this will continue to be a topic of discussion as improvements will be
required to support the volume of traffic expected from a residential development of this size.
Second, the entire southern boundary of the site abuts the Oliver Kelley Farm. The property is owned by the
MN Historical Society (MNHS) and is on the National Register of Historic places. MNHS staff have expected
development of the subject site, and their primary concern is how the two properties interact along the
property line. City staff met with MNHS to begin these conversations and outline the development review
process and comment opportunities moving forward.
Third, the Comprehensive Plan guides the majority of this site for Mixed Residential. This includes guidance
for multiple housing types - including single-family detached homes, townhomes, and duplexes. The current
concept shows predominantly single-family homes connected to city utilities. The commission should review
the goals of the Comprehensive Plan with the proposed housing types. Does the project include a great
enough mix of housing types to provide an acceptable range of affordability? The concept plan also includes a
small area of commercial near the proposed interchange. This area is included in the Comprehensive Plan and
Page 98 of 103
is intended to provide small commercial opportunities near the planned interchange.
Finally, with the location along the Mississippi River, there is a significant opportunity to connect the
community to the river. The concept plan includes a large park below the bluff in the lower elevations and a
trail system through the subdivision. The commission should discuss opportunities for open space and trails,
and how they should be included in future plan updates. Is there an opportunity to include more access to the
river via trails along the bluff, potentially behind proposed homes and limiting development along the entire
bluff line? The Park and Recreation Commission will also review this concept in August.
Staff requests the commission discuss the items outlined above and expand their discussion based on
developer feedback. The goal of the concept review process is to provide the applicant with informal feedback
to guide further development of their project.
Financial Impact
None
Mission/Policy/Goal
Meet changing needs - agile.
Opportunity to live, work, and play.
Responsibly grow.
Attachments
1. Location Map
2. Specht Farm Narrative
3. Project Boundary Exhibit
4. Conceptual Site Plan
Page 99 of 103
Page 100 of 103
CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 | RAMSEY, MN 55303 O: 763-427-3090 | F: 763-712-9060
Mr. Zach Carlton June 24th, 2024
Community Development Director
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
Mr. Carlton
Capstone Homes is presenting for consideration a plan, to develop 250 acres of Mississippi Riverfront, into
an exciting new mixed residential community. The Specht Family Farm is located at 16330 US Highway 10,
running adjacent to the Mississippi River. The Mississippi River creates extraordinary opportunities as we
consider the neighborhood’s design.
The City of Elk River adopted an amended Comprehensive Plan update in 2023. In the plan, the Specht
Family Farm is guided for a Mixed Residential Neighborhood. As guided by the Comprehensive Plan, this
type of neighborhood would primarily consist of a variety of residential homes. Capstone has a diverse
house plan mix that will meet this requirement and fill the moderately sized lots. Capstone has begun the
process of designing and engineering this site to meet the desired comprehensive plans goals while
providing careful consideration of the Mississippi River corridor. During the initial portion of design review,
Capstone and our team will be seeking feedback from the city regarding the nature and direction of design
for the neighborhood.
Details associated with this Neighborhood development plan will be shared for review by City Staff,
Planning Commissioners, and City Council members as we begin the design process. We look forward to
meeting with, and seeking feedback at the upcoming Workshop where we will present our initial base plan
and a vision for meeting the growing residential needs of Elk River.
Thank you.
Matt Barker
Capstone Homes
14015 Sunfish Lake Blvd, Suite 400
Ramsey, MN 55303
Email: mbarker@capstonehomes-mn.com
Phone: 612-219-8041
Page 101 of 103
SITE DATAMISSISSIPPI RIVER165TH AVE. NW
167TH AVE. NW
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RIVER
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LEGEND
BOUNDARY EXHIBIT
of SPECHT FARM
Elk River, Minnesotaf:\jobs\9541 - 9560\9556 - specht farm - elk river\cad c3d\survey\layouts\9556_layout 1.dwgSave Date:04/25/24ENGINEERINGSURVEYINGENVIRONMENTAL
CAPSTONE HOMES
14015 Sunfish Lake Blvd.
Suite 400
Ramsey, MN 55303
Dated:04/25/2024
Page 102 of 103
CONCEPTUAL LAND USE PLANSpecht Farms Preliminary Concept | Elk River, MN | 07/23/24WetlandWetlandOpen Space /
Park
Tr
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Trail
Gr
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5
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Overlook
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Access
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Access
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Pond
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167th Ave. NW
Watermain
Connection
Watermain &
Sanitary Sewer
ConnectionTwin Lakes Parkway (Future)165th Ave. NW Gateway Rd. NWFuture
Interchange
Fr
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OLIVER KELLEY FARMMISSISSIPPI RIVERHI
G
H
W
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1
0HIGHWAY 101CLASSIC SINGLE FAMILY HOMES
CLASSIC SINGLE FAMILY HOMES
FUTURECOMMERCIAL
CLASSIC SINGLE FAMILY HOMES
L
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T
Y
S
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N
G
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F
AM
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BLUFF HOMESRI
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LIBERTY SINGLE FAMILY HOMES
N
0 350175
Future Commercial (± 4.7 ac.)
Liberty Homes (± 42.0 ac.)
Classic Homes (± 84.4 ac.)
Bluff Homes (± 30.3ac.)
River Homes (± 16.0 ac.)
Riverfront Park (± 24.9 ac.)
Existing Wetland Area (Delineation Pending)
Property Boundary (± 247.7 ac.)
Proposed Trail
River Bluff with 30’ Setback
Existing Wetland Boundary (Delineation Pending)
Floodplain Limits
Backwater Channel
Gas Line Easement (75’)
LEGEND
Page 103 of 103