Board of Adjustments Packet - November 25, 2025 with Presentations
Board of Adjustments
Regular Meeting
Agenda
Tuesday, November 25, 2025
6:30 PM
Elk River City Hall
▪ Regular meeting in Council Chambers
1. CALL MEETING TO ORDER
2. PLEDGE OF ALLEGIANCE
3. CONSIDER AGENDA
4. CONSIDER MINUTES
4.1 DRAFT Minutes - October 28, 2025
5. 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.
5.1 Variance: Structure Size Variance, Benjamin Poythress - 13640 Island View Dr NW
5.2 Variance: Parking and Wetland Setbacks in Support of an Apartment Building, Pat Briggs - 17379
Twin Lakes Rd NW
6. MOTION TO ADJOURN REGULAR MEETING
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Meeting of the Board of Adjustments
Held at the Elk River City Hall
Tuesday, October 28, 2025
Members Present: Chair Perry Beise, Commissioner Eric Johnson, Commissioner Robert Rydberg,
Commissioner Dennis Booth, Commissioner James Zahler, Commissioner
Anthony Kaba, Commissioner Dornan Bland
Members Absent: None.
Staff Present: Community Development Director Zack Carlton, Senior Planner Chris
Leeseberg, and Recording Secretary Katie Porath
1. CALL MEETING TO ORDER
Pursuant to due call and notice thereof, the meeting was called to order at 6:30 p.m.
2. PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was recited.
3. CONSIDER AGENDA
Moved by Commissioner Johnson and seconded by Commissioner Booth to approve the
agenda. Motion carried 7-0.
4. CONSIDER MINUTES
Moved by Commissioner Johnson and seconded by Commissioner Booth to approve the
following consent items as outlined in their respective staff reports. Motion carried 7-0.
4.1 DRAFT Minutes - September 23, 2025
5. PUBLIC HEARINGS
5.1 Variance: Side Yard Setback, Tim St. Claire - 19072 Baldwin St NW
Mr. Leeseberg presented the staff report.
Chair Beise opened the public hearing.
Tim St. Claire, 19072 Baldwin St NW, explained the desire for a larger deck to host family get-
togethers and the constraints of his site with a water access point and a steep hill.
Commissioner Bland asked if Mr. St. Claire had spoken with the neighbors about the deck design. Mr.
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St. Claire said they had no concerns.
Commissioner Rydberg asked if there were any concerns with standing water. Mr. St. Claire responded
there were no concerns.
Dale and Anne Beaudry, 19084 Baldwin St NW, stated there was not enough space to get an
emergency vehicle behind the home with the current setback of the deck. Mr. Leeseberg explained that
the current deck does not meet setback requirements. It is grandfathered in but cannot increase the
footprint. Ms. Beaudry also expressed concern that having a deck so close would affect the re-sale of
the property.
Chair Beise closed the public hearing.
Moved by Commissioner Johnson and seconded by Commissioner Zahler to deny the
proposed variance to permit encroachment into the side yard setback, allowing
construction of a deck, as the following standards have not been satisfied:
1. Not maintaining adequate separation between structures for safety, access,
neighborhood consistency, and utility needs does not meet the general purpose and
intent of the ordinance.
2. The property is guided for residential uses which includes decks, and the property is
currently improved with a home and deck that provide reasonable residential use.
3. Expanding the deck can also be accomplished without requiring a variance but
expanding the nonconformity is not necessary to allow reasonable use of the
property.
4. The lot configuration and existing house placement are not unique among
properties in this neighborhood. Many nearby homes have similar layouts and
conforming decks within the required setbacks.
5. Enlarging the deck to encroach further into the setback could disrupt the
established pattern of separation between structures, potentially altering the visual
and spatial character of the area.
Motion carried 7-0.
The Variance request will go to the November 17, 2025, City Council meeting.
5.2 Variance: Structure Size Variance, Benjamin Poythress - 13640 Island View Dr NW
Mr. Leeseberg presented the staff report.
Commissioner Bland asked if variances for water oriented structures near Lake Orono are common.
Mr. Leeseberg stated he does not recall doing one before.
Chair Beise opened the public hearing.
Andrea Poythress, 13640 Island View Dr, stated the proposed site would have limited visibility
from the lake and would reduce clutter on their property. She stated that there were limited locations
where a structure could be placed on their property due to the wetlands and city held drainage
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October 28, 2025
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easements. The applicants contested the square footage listed in the packet saying the proposed project
was only 60 square feet over the standards.
Ben Poythress, 13640 Island View Dr, added that there were other properties around the lake
that were close to the water, including a guest house. He has worked with the DNR, Sherburne County
Watershed, and the city environmental department to determine the best location for a structure. Mr.
Poythress stated that the current size of the shed (10x10) was too small to store some of their water
equipment.
Commissioner Rydberg asked if the applicant was proposing to store items under the deck. Mr.
Poythress responded that the area under the deck would be open and the structure was not
permanent. Chair Beise asked what type of structure it was if not permanent. Mr. Poythress clarified
that there were no frost footings.
Commissioner Zahler asked what made the site unique, requiring a larger building. Ms. Poythress stated
the size of the structure was designed to fit the items the applicant already owned and keep them
closer to the water.
The Commission discussed potential solutions to work within the 400 square foot standards. They
informed the applicant that, if the structure was not classified as a water-oriented structure then it
would need additional review and may not even be allowed due to its location within the flood plain.
Mr. Leeseberg clarified that the square footage of the deck was included in the overall amount
requested of 780 square feet. Staff concern was with the size of the request, not the proximity to the
water.
Commissioner Bland addressed other structures around the lake that do not seem compliant. They
needed to meet different standards than a water-oriented structure would need to meet. He
questioned the appropriateness of applying a different ordinance standard to make it fit different
criteria.
Commissioner Johnson agreed that a water-oriented structure was designed to store items from the
lake. If a larger structure was built, it would need to follow more stringent rules.
Ms. Poythress requested a continuation of the application to a future meeting.
Moved by Commissioner Johnson and seconded by Commissioner Kaba to continue the
Public Hearing to the November 25, 2025 Board of Adjustments meeting. Motion carried
7-0.
5.3 Variance: Lot Size and Wetland Setbacks, Allen Perkins - 13937 196th Ave NW
Mr. Carlton presented the staff report.
The Commission asked if it was a better idea to vacate the city street. Mr. Carlton explained that the
city had already put infrastructure into Queen Street.
Chair Beise opened the public hearing.
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Allen Perkins, 13937 196th Ave NW, applicant, stated the intent of his request was to split the
lot into two buildable lots.
Chair Beise closed the public hearing.
Moved by Commissioner Johnson and seconded by Commissioner Booth to approve the
Variance requests from Allen Perkins to support a subdivision of land with two lots below
the 2.5-acre minimum lot size, and for a cul-de-sac to encroach into the wetland
buffer/setback, as the following standards have been met:
1. The general purpose and intent of the ordinance are met.
2. The property is guided for residential uses, and the proposed single-family
residential use is consistent with the Comprehensive Plan.
3. The proposed use is reasonable and is permitted in the zoning ordinance.
4. The plight of the petitioner is due to circumstances unique to the property, not a
consequence of the petitioner's own action or inaction.
5. The variance will not alter the essential character of the locality.
and, subject to the following conditions:
1. The applicant must work with city staff to move the cul-de-sac away from the
wetland as far as is practicable.
2. All areas within the 25-foot buffer must be planted with native vegetation and must
be left to grow naturally.
Motion carried 7-0.
6. MOTION TO ADJOURN REGULAR MEETING
Moved by Commissioner Johnson and seconded by Commissioner Booth to adjourn the
meeting. Motion carried 7-0.
The meeting adjourned at 7:29 p.m.
Minutes prepared by Katie Porath.
___________________
Perry Beise, Chair
___________________
Tina Allard, City Clerk
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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
Board of Adjustments
Item Number
5.1
Meeting Date
November 25, 2025
Prepared By
Chris Leeseberg, Senior Planner
Item Description
Variance: Structure Size Variance, Benjamin
Poythress - 13640 Island View Dr NW
Reviewed by
Zack Carlton
Action Requested
Deny, by motion, the variance proposal to exceed the permitted size of a water-oriented storage structure,
as the following standards have not been met:
1. Allowing a structure nearly twice the size of what is permitted within the shore impact zone does not
meet the general purpose and intent of the ordinance.
2. The property has a land use guidance for residential, and the proposed single-family residential use is
consistent with the Comprehensive Plan.
3. The proposed use is not reasonable as the property already contains a permitted 100 SF. water-
oriented structure that serves the intended purpose of storing lake-related equipment.
4. There are no circumstances unique to the property that create hardship. The request results from
the applicant’s desire for additional space, which is a self-created condition, not a property hardship.
5. Granting the variance would permit a structure nearly twice the size allowed within proximity to the
lake that could alter the essential character.
Background/Discussion
The Board of Adjustments initially reviewed this request on October 28, 2025, and after hearing comments
and concerns from the Board, the applicant requested to postpone action until the November 25, 2025,
meeting to provide additional time to explore alternative solutions/designs. Prior to providing any alternative,
the applicant requested an explanation be provided specifying the ordinance language that requires a deck to
be included in water-oriented structure square footage, as well as additional information. That
correspondence is included as an attachment. They have reduced the size of the deviation, and are now
requesting a 10-foot x 17-foot building addition. An outline of the proposed square footage is as follows:
• 100 SF. Existing Building (10’ x1 0’)
• 320 SF. “Proposed” Deck (currently under construction)
• 420 SF. Existing Water-Oriented Structure (400 allowed)
• 170 SF. Proposed Building (10’ x 17’)
• 590 SF. Total Existing and Proposed
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While the existing conditions exceed the maximum allowed square footage by 20 SF, a viable alternative,
which the Board suggested at the October meeting, is utilizing space under the deck for storage, which may
satisfy the applicants' desire for additional storage.
Staff’s concern has been, and continues to be, that there is no plight/circumstances unique to the property
that created a hardship to allow for an increase in personal storage. The desire for additional storage is not a
hardship but a plight the property owner created.
Applicable Regulations
Variances may be granted when the petitioner establishes that the variance satisfies all five of the criteria
described below. The variance is:
1. Is in harmony with the general purpose and intent of the ordinance, and
Applicants’ response: This request is in harmony with the intent of the ordinance because it allows us to safely and
responsibly improve existing lakeshore amenities without creating environmental impacts. The variance supports the
continued use of a modest storage structure for water-oriented items (kayaks, oars, lifejackets, etc.) and the
replacement of a deteriorating deck with a safe structure. Neither project contributes to erosion, runoff, or shoreline
degradation.
The intent of the lakeshore setback and accessory structure standards is to provide some unique storage (400
sq.ft. max) opportunities because of the relationship to a water feature and to preserve the natural character
of the shoreline, protect water quality, and maintain consistency among lakeshore properties. Allowing a
structure larger than what is permitted within the shore impact zone would conflict with these goals. The
variance is therefore not in harmony with the purpose and intent of the ordinance.
2. Is consistent with the City of Elk River comprehensive plan.
Applicants’ response: The request is consistent with the City’s Comprehensive Plan by preserving the residential and
recreational character of the lakeshore. The addition to the small storage shed ensures adequate space for water-
oriented equipment, while the rebuilt deck provides safe access and enjoyment of the property. Both improvements
update pre-existing structures and are compatible with the development pattern of surrounding lakeshore homes.
While the property has a land use guidance for residential, and the proposed single-family residential use is
consistent with the Comprehensive Plan, the plan also emphasizes protecting natural resources, especially
along lakes and wetlands, by enforcing setbacks and size limitations for structures near the water. Expanding
the existing water-oriented structure beyond ordinance limits is not consistent with these objectives.
Variances may be granted when the petitioner establishes that there are practical difficulties in complying with
the zoning ordinance. Practical difficulties means that:
3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning
ordinance;
Applicants’ response: The proposed improvements are reasonable uses of a lakeshore property. Expanding the existing
shed provides adequate space to safely store water-oriented equipment, preventing shoreline clutter. Replacing the
deteriorating deck ensures safe enjoyment of the property while aligning with typical residential lakeshore uses.
The property already contains a permitted 100 sq.ft. water-oriented structure that serves the intended
purpose of storing lake-related equipment. The applicant also has sufficient space elsewhere on the property
to construct additional storage structures that meet ordinance requirements. The desire for additional
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convenience or larger storage capacity does not constitute a practical difficulty. Therefore, the request does
not represent a reasonable use that is otherwise prohibited by the ordinance.
4. The plight of the petitioner is due to circumstances unique to the property, not a consequence of the
petition's own action or inaction; and
Applicants’ response: The property’s unique site conditions—including the shoreline location, wetlands, and
easements—limit alternative placement of both the shed addition and the deck. These constraints create practical
difficulties in meeting zoning requirements while still allowing safe and reasonable use of the property. The request is
not the result of actions or inactions by the property owners.
There are no circumstances unique to the property that has created a hardship. The lot is a standard
lakeshore parcel with adequate buildable area for compliant accessory structures outside the shore impact
zone. The request results from the applicant’s desire for additional space, which is a self-created condition,
not a hardship.
5. The variance, if granted, will not alter the essential character of the locality.
Applicants’ response: The requested variance will not change the essential character of the neighborhood. Nearby
lakeshore properties commonly have decks and small water-oriented storage structures. The proposed improvements
are modest in scale, consistent with surrounding properties, and will preserve the residential and recreational nature of
the lakeshore.
Granting the variance would permit a structure nearly twice the size allowed within proximity to the lake,
setting a precedent inconsistent with surrounding lakeshore development patterns. Approval would alter the
essential character of the locality by introducing a more intensive level of lakeshore development than
intended by ordinance.
Findings
Staff find that the requested variance does not meet the required criteria for approval. There is no
demonstrated hardship or unique property condition that justifies exceeding the allowed size for a water-
oriented structure. The property already benefits from a permitted structure that serves the intended
purpose and expanding it would conflict with the intent of the ordinance to protect lakeshore character and
water quality.
Financial Impact
None
Mission/Policy/Goal
Ethical, efficient, and responsible.
Attachments
1. Location Map
2. Staff Site Plan 11-25-25
3. Correspondence
4. Board of Adjustments Staff Report 10-28-2025
5. Handout - Poythress
6. 5.1 Poythress
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Page 9 of 97
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City of Elk River Definition - Water-oriented accessory structure or facility means a small,
aboveground building or other improvement, except stairways, fences, docks, and retaining
walls, which, because of the relationship of its use to a surface water feature, reasonably
needs to be located closer to public waters than the normal structure setback. Examples of
such structures and facilities include boathouses, gazebos, screen houses, fish houses,
pump houses, and detached decks.
Staff’s interpretation is the deck is detached from the house.
I. Purpose of This Submission
This memo is being submitted prior to the continued hearing scheduled for November 25,
2025 in order to:
1. Correct the square-footage calculation currently reflected in staff interpretation of the
variance request;
2. Provide the legal basis for excluding the deck from the water-oriented structure square-
foot limit under applicable ordinance and Minnesota law;
3. Request that staff update the staff report, or provide written clarification, prior to the
continued hearing so that the Board is evaluating the correct variance scope; and
4. Preserve the public record, given the statutory limitations on variance denial and the
appeal rights afforded under Minn. Stat. § 394.27.
This memo is not intended to replace oral testimony, but to ensure accuracy and
transparency in advance of the continued public hearing.
II. Correction to Variance Square-Footage Calculation
The current staff position frames the request as 780 sq. ft. (100 existing + 360 proposed
structure + 320 deck). (see city definition) That calculation is not supported by ordinance
language and materially misstates the variance request.
Actual enclosed structure square footage:
• Existing enclosed storage structure – 100 sq. ft.
• Proposed enclosed storage expansion – 360 sq. ft.
• Total enclosed structure – 460 sq. ft. (regulated)
Deck square footage:
• Elevated replacement deck – 320 sq. ft. (not enclosed, not used for storage)
• Ground impact = 2.73 sq. ft. (13 posts)
Actual variance requested:
Allowed = 400 sq. ft.
Proposed = 460 sq. ft.
Variance requested = +60 sq. ft.
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III. Applicable Law – Minn. Stat. § 394.27, Subd. 7 (Practical Difficulties Standard) This is citing
the County statute for variances.
Minnesota law requires that variance decisions be based on the three-part “practical
difficulties” test. The statute does not authorize denial based on an internal staff
interpretation (see city definition) that expands the scope of the request beyond what is
legally regulated.
The statutory test Minn. Stat. 462.357, subd. 6 requires:
1. A reasonable use of property not permitted by ordinance; § 462.357 states: the property
owner proposes to use the property in a reasonable manner not permitted by the zoning
ordinance.
2. Circumstances unique to the parcel; § 462.357 states: the plight of the landowner is due to
circumstances unique to the property not created by the landowner.
There are no circumstances unique to the property that created a hardship to allow for an
increase of personal storage, regardless if it is 60 or 380 square feet over. The desire for
additional storage is not a hardship but a plight the property owner created. The property is
a standard lakeshore parcel with adequate buildable area for a code compliant water-
oriented structure.
3. No alteration of essential character of locality. § 462.357 states: the variance, if granted,
will not alter the essential character of the locality.
Additional information in § 462.357, Subd. 6
1. Is in harmony with the general purpose and intent of the ordinance, and
2. Is consistent with the city of Elk River comprehensive plan.
The intent is to provide storage (400 sq.ft.) near the water, and as also noted in the Planning
Commission memo, to preserve the natural character of the shoreline, protect water quality,
and maintain consistency among lakeshore properties.
This analysis applies only to the portion of the project actually regulated — the enclosed
storage area. It does not permit a city to artificially inflate the size of a variance request by
including elements that are not regulated by ordinance. Staff are classifying the deck as a
water-oriented structure, as defined. Based on information staff have available, the deck
under construction is within a large wetland complex that would not allow a traditional deck
at all.
IV. DNR Shoreland Variance Guidance – Deck Classification
The Minnesota DNR Shoreland Management Variance Guidance (2021) distinguishes
between enclosed or roofed accessory structures and open platforms, walkways, and decks.
Only the former are counted toward structure square footage.
The deck portion of this project is an unenclosed elevated platform and therefore does not
fall within the regulated definition. It is detached deck/water-oriented structure (see city
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definition) and within a large wetland complex that would not allow a “traditional deck”. A
municipality can be more restrictive.
V. Comparison to Minnesota Municipal Practice
Multiple Minnesota cities with similar ordinance language interpret decks separately from
water-oriented accessory structures:
• City of Orono – Water-oriented accessory structure defined as “a small storage structure
used for recreational equipment.” Decks regulated separately.
• City of Scandia – Decks permitted in shoreland district but excluded from 400 sq. ft.
structure limit unless enclosed.
• City of Elk River - Water-oriented accessory structure or facility means a small,
aboveground building or other improvement, except stairways, fences, docks, and
retaining walls, which, because of the relationship of its use to a surface water feature,
reasonably needs to be located closer to public waters than the normal structure setback.
Examples of such structures and facilities include boathouses, gazebos, screen houses,
fish houses, pump houses, and detached decks.
• Staff’s interpretation is the deck is detached from the house.
VI. Deck Permitting Is Not Part of Variance Review
If the City determines that the deck requires a separate floodplain, shoreline, or building
permit, that process will be completed. Decks require a Building Permit, the current water-
oriented accessory structure is being built without a permit. However, Minnesota variance
law does not allow denial based on a permitting process that occurs outside the variance
standard.
Accordingly:
• The Board may approve or deny the variance now;
• Staff may still require deck permitting later; The city requires a permit for decks and water-
oriented structures
• The two are legally separate actions. Based on the city definition, the enclosed structure
and the deck are one unit and part of one action.
VII. Request for Staff Action Before November 25 Hearing
To prevent confusion at the hearing and ensure the Board is acting on a legally valid record,
we respectfully request:
1. That the staff report be updated to reflect the correct variance request of 460 sq. ft., not
780 sq. ft.; OR
2. That written explanation be provided specifying the ordinance language that requires a
deck to be included in water-oriented structure square footage. See water-oriented
accessory structure or facility definition.
If staff maintains the position that the deck must be included, we respectfully request that
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the justification be provided in writing so it can be reviewed by the Board, City Council (if
appealed), or a reviewing court. See water-oriented accessory structure or facility definition.
VIII. Record Preservation
Because variance denials must be supported by legally valid findings, and because
Minnesota courts routinely reverse denials based on misapplied standards, this memo is
being entered into the record to preserve our right to appeal if necessary.
IX. Conclusion
We respectfully request that staff update the variance calculation before the November 25
hearing so that the Board votes on the actual variance being requested (+60 sq. ft. enclosed
storage). We welcome further clarification or discussion prior to the hearing.
Sincerely,
Benjamin & Andrea Poythress
Applicants – Case V 25-18
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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
Board of Adjustments
Item Number
5.2
Meeting Date
October 28, 2025
Prepared By
Chris Leeseberg, Senior Planner
Item Description
Variance: Structure Size Variance, Benjamin
Poythress - 13640 Island View Dr NW
Reviewed by
Zack Carlton
Action Requested
Deny, by motion, the variance proposal to exceed the permitted size of a water-oriented storage structure,
as the following standards have not been met:
1. Allowing a structure nearly twice the size of what is permitted within the shore impact zone does not
meet the general purpose and intent of the ordinance.
2. The property has a land use guidance for residential, and the proposed single-family residential use is
consistent with the Comprehensive Plan.
3. The proposed use is not reasonable as the property already contains a permitted 100 SF. water-
oriented structure that serves the intended purpose of storing lake-related equipment.
4. There are no circumstances unique to the property that create hardship. The request results from
the applicant’s desire for additional space, which is a self-created condition, not a property hardship.
5. Granting the variance would permit a structure nearly twice the size allowed within proximity to the
lake that could alter the essential character.
Background/Discussion
The applicant is requesting a variance to exceed the allowed square footage (400 SF) for a water-oriented
structure by adding a 12’ x 30’ addition to the existing 10’ x 10’ storage shed as well as constructing a new
deck attached to the storage structure. The existing structure and the proposed additions are near the
Ordinary High-Water Level (OHWL). The proposal proposes a total of 780 SF of water-oriented structures,
exceeding the 400 SF permitted by ordinance.
• 100 SF. Existing Building (10’ x1 0’)
• 360 SF. Proposed Building (12’ x 30’)
• 320 SF. “Proposed” Deck (currently under construction)
• 780 SF. Total (400 allowed)
The applicant would like to replace an existing deteriorated deck with a larger, code-compliant structure of
320 SF, approximately 22 feet from the OHWL. The applicant has already begun construction of the
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replacement deck but has since stopped.
Applicable Regulations
Variances may be granted when the petitioner establishes that the variance satisfies all five of the criteria
described below. The variance is:
1. Is in harmony with the general purpose and intent of the ordinance, and
Applicants’ response: This request is in harmony with the intent of the ordinance because it allows us to safely and
responsibly improve existing lakeshore amenities without creating environmental impacts. The variance supports the
continued use of a modest storage structure for water-oriented items (kayaks, oars, lifejackets, etc.) and the
replacement of a deteriorating deck with a safe structure. Neither project contributes to erosion, runoff, or shoreline
degradation.
The intent of the lakeshore setback and accessory structure standards are to preserve the natural character
of the shoreline, protect water quality, and maintain consistency among lakeshore properties. Allowing a
structure nearly twice the size of what is permitted within the shore impact zone would conflict with these
goals. The variance is therefore not in harmony with the purpose and intent of the ordinance.
2. Is consistent with the City of Elk River comprehensive plan.
Applicants’ response: The request is consistent with the City’s Comprehensive Plan by preserving the residential and
recreational character of the lakeshore. The addition to the small storage shed ensures adequate space for water-
oriented equipment, while the rebuilt deck provides safe access and enjoyment of the property. Both improvements
update pre-existing structures and are compatible with the development pattern of surrounding lakeshore homes.
While the property has a land use guidance of residential, and the proposed single-family residential use is
consistent with the Comprehensive Plan, the plan also emphasizes protecting natural resources, especially
along lakes and wetlands, by enforcing setbacks and size limitations for structures near the water. Expanding
the existing water-oriented structure beyond ordinance limits is not consistent with these objectives.
Variances may be granted when the petitioner establishes that there are practical difficulties in complying with
the zoning ordinance. Practical difficulties means that:
3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning
ordinance;
Applicants’ response: The proposed improvements are reasonable uses of a lakeshore property. Expanding the existing
shed provides adequate space to safely store water-oriented equipment, preventing shoreline clutter. Replacing the
deteriorating deck ensures safe enjoyment of the property while aligning with typical residential lakeshore uses.
The property already contains a permitted 100 sq.ft. water-oriented structure that serves the intended
purpose of storing lake-related equipment. The applicant also has sufficient space elsewhere on the property
to construct additional storage structures that meet ordinance requirements. The desire for additional
convenience or larger storage capacity does not constitute a practical difficulty. Therefore, the request does
not represent a reasonable use that is otherwise prohibited by the ordinance.
4. The plight of the petitioner is due to circumstances unique to the property, not a consequence of the
petition's own action or inaction; and
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Applicants’ response: The property’s unique site conditions—including the shoreline location, wetlands, and
easements—limit alternative placement of both the shed addition and the deck. These constraints create practical
difficulties in meeting zoning requirements while still allowing safe and reasonable use of the property. The request is
not the result of actions or inactions by the property owners.
There are no circumstances unique to the property that has created a hardship. The lot is a standard
lakeshore parcel with adequate buildable area for compliant accessory structures outside the shore impact
zone. The request results from the applicant’s desire for additional space, which is a self-created condition,
not a hardship.
5. The variance, if granted, will not alter the essential character of the locality.
Applicants’ response: The requested variance will not change the essential character of the neighborhood. Nearby
lakeshore properties commonly have decks and small water-oriented storage structures. The proposed improvements
are modest in scale, consistent with surrounding properties, and will preserve the residential and recreational nature of
the lakeshore.
Granting the variance would permit a structure nearly twice the size allowed within proximity to the lake,
setting a precedent inconsistent with surrounding lakeshore development patterns. Approval would alter the
essential character of the locality by introducing a more intensive level of lakeshore development than
intended by ordinance.
Findings
Staff find that the requested variance does not meet the required criteria for approval. There is no
demonstrated hardship or unique property condition that justifies exceeding the allowed size for a water-
oriented structure. The property already benefits from a permitted structure that serves the intended
purpose and expanding it would conflict with the intent of the ordinance to protect lakeshore character and
water quality.
Financial Impact
None
Mission/Policy/Goal
Ethical, efficient, and responsible.
Attachments
1. Location Map
2. Applicant's Narrative
3. Site Plan
4. Aerial View
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Page 18 of 97
Legal Description of Property
ISLAND VIEW FIFTH ADDITION
LOT 2, BLK 3
The narrative is your opportunity to describe, promote, and sell your proposal to the
Board of Adjustment and City Council (if needed) and should explain your request in
detail and how the five criteria are met in order to be granted a variance.
We are requesting a variance to add onto an existing 10’x10’ (100sf) storage shed used
for water-oriented equipment such as kayaks, oars, and lifejackets, and to rebuild a
deteriorating deck. We are proposing an additional 12'x30' addition to the existing
storage shed which puts the total square feet at 460sf and is 60sf over the 400sf that is
allowed. This addition is beyond the OHWL at 22' and does not encroach the 45' Wetland
Setback. This addition also adheres to the City of Elk River's Zoning Setbacks for
Accessory Structures and keeps the total square feet of attached/detached sf at 1,360
which below the 2,500sf that is allowed for our 2.53 acre property. Adding onto the
existing structure also keeps us at only one accessory structure. The existing deck was
not constructed to current codes and had become a safety concern due to its age and
condition. The proposed replacement deck is larger than the previous one but is
designed to be safe, code-compliant, and consistent with the character of surrounding
lakeshore properties. The deck will also be beyond the OHWL setback at 22’ and will be
320sf when completed.
A variance may be granted by the board only if it finds that:
The variance is in harmony with the
general purpose and intent of the
ordinance
This request is in harmony with the intent
of the ordinance because it allows us to
safely and responsibly improve existing
lakeshore amenities without creating
environmental impacts. The variance
supports the continued use of a modest
storage structure for water-oriented items
(kayaks, oars, lifejackets, etc.) and the
replacement of a deteriorating deck with a
safe structure. Neither project contributes
to erosion, runoff, or shoreline
degradation.
The variance is consistent with the City of
Elk River Comprehensive Plan (discuss with
city staff if needed)
The request is consistent with the City’s
Comprehensive Plan by preserving the
residential and recreational character of
Page 19 of 97
the lakeshore. The addition to the small
storage shed ensures adequate space for
water-oriented equipment, while the
rebuilt deck provides safe access and
enjoyment of the property. Both
improvements update pre-existing
structures and are compatible with the
development pattern of surrounding
lakeshore homes.
Variances may be granted when the petitioner establishes that there are practical
difficulties in complying with the zoning ordinance. Practical difficulties means that:
The petitioner proposes to use the
property in a reasonable manner not
permitted by the zoning ordinance
The proposed improvements are
reasonable uses of a lakeshore property.
Expanding the existing shed provides
adequate space to safely store water-
oriented equipment, preventing shoreline
clutter. Replacing the deteriorating deck
ensures safe enjoyment of the property
while aligning with typical residential
lakeshore uses.
The plight of the petitioner is due to
circumstances unique to the property not a
consequence of the petition's own action
or inaction; and
The property’s unique site conditions—
including the shoreline location, wetlands,
and easements—limit alternative
placement of both the shed addition and
the deck. These constraints create practical
difficulties in meeting zoning requirements
while still allowing safe and reasonable use
of the property. The request is not the
result of actions or inactions by the
property owners.
The variance, if granted, will not alter the
essential character of the locality
The requested variance will not change the
essential character of the neighborhood.
Nearby lakeshore properties commonly
have decks and small water-oriented
storage structures. The proposed
improvements are modest in scale,
consistent with surrounding properties,
and will preserve the residential and
recreational nature of the lakeshore.
Page 20 of 97
Page 21 of 97
Page 22 of 97
From:Benjamin PoythressTo:Chris LeesebergCc:Katie Porath; Andrea PoythressSubject:Re: Board of Adjustments Staff Report and Agenda - City of Elk RiverDate:Tuesday, November 25, 2025 2:36:57 PMAttachments:Kendra Kruger_Letter_of_Support.docxBrian Gifford_Letter_of_Support.docxLarson_Letter_of_Support.docxSchwamberger_Letter_of_Support.docxSimenson_Variance_Support_Letter.docxHartung_Letter_of_Support.docx13640 Island View Drive - Site Plan Revised 11-20-25.pdfWalters_Letter_of_Support.docxLouden_Letter_of_Support.docx
Chris,
See attached letters of support from our neighbors and a revised site plan.
On Tue, Nov 25, 2025 at 10:38 AM Chris Leeseberg <CLeeseberg@elkrivermn.gov> wrote:
Andrea and Ben,
Yes, please forward us anything you want me to send to the Board ahead of time and
I will include it with this information you just shared. We will also provide hard
copies to the Board.
Thank you
Chris Leeseberg
City of Elk River – Senior Planner
13065 Orono Parkway, Elk River, MN 55330
763.635.1033 ElkRiverMN.gov
From: Benjamin Poythress <poybenp@gmail.com>
Sent: Tuesday, November 25, 2025 10:33 AM
To: Chris Leeseberg <CLeeseberg@ElkRiverMN.gov>
Cc: Katie Porath <kporath@ElkRiverMN.gov>; Andrea Poythress <dreaelise1414@gmail.com>
Subject: Re: Board of Adjustments Staff Report and Agenda - City of Elk River
Hi Chris,
Page 23 of 97
Thank you for reaching out before tonight’s meeting.
Based on the Board’s feedback and the discussion at the October 28 hearing, we have
prepared additional information and have revised our proposal in a way that we hope will
directly address the concerns raised.
1. Revised Shed Plan
We have significantly reduced the size of the proposed shed addition from 360 sq ft down
to 170 sq ft, attached to the existing 100 sq ft shed (total enclosed storage now 270 sq ft).
This reduction was made specifically in response to the Board’s request that we bring the
total project size materially closer to the 400 sq ft standard.
2. Deck (Replacement)
We are keeping the deck as previously proposed.
It replaces an unsafe, deteriorating structure and remains within the existing patio footprint,
with minimal ground impact (posts only).
This maintains the intent of improving safety without expanding ground disturbance.
3. Updated Total Square Footage
Using the City’s interpretation that the deck must be included in the total water-oriented
structure calculation, the project now totals 590 sq ft, a significant reduction from the
earlier calculation—bringing it much closer to the ordinance intent while still allowing
functional use.
4. Neighbor Support
We have collected several letters of support from nearby and adjacent property owners,
including the neighbors most affected by visibility.
We are happy to email these for inclusion in the packet or bring printed copies tonight—
whichever you prefer.
5. Updated Visuals (if needed)
We can also provide updated drawings reflecting the reduced shed size prior to the meeting
or present printed copies tonight.
Please let us know if you would like these documents emailed before the meeting or
provided in person.
We appreciate the opportunity to present the revised plan and look forward to tonight’s
discussion.
Thank you,
Andrea & Ben Poythress
13640 Island View Dr NW
On Tue, Nov 25, 2025 at 8:25 AM Chris Leeseberg <CLeeseberg@elkrivermn.gov> wrote:
Good morning Ben and Andrea,
Page 24 of 97
Do you have any questions regarding the staff report or the meeting tonight? Doyou have anything additional you would like the Board to review prior to themeeting? Thank you Chris LeesebergCity of Elk River – Senior Planner13065 Orono Parkway, Elk River, MN 55330763.635.1033 ElkRiverMN.gov From: Katie Porath <kporath@ElkRiverMN.gov> Sent: Friday, November 21, 2025 11:48 AMTo: poybenp@gmail.comCc: Chris Leeseberg <CLeeseberg@ElkRiverMN.gov>Subject: Board of Adjustments Staff Report and Agenda - City of Elk River Hello,
Attached is the Board of Adjustments agenda and staff report for the meeting on Tuesday,
November 25, 2025 – 6:30 p.m.
If you have any questions, please reach out to Chris, who is copied on this email.
Thank you,
Katie Porath
City of Elk River – Senior Administrative Assistant
13065 Orono Parkway, Elk River, MN 55330
Page 25 of 97
Page 26 of 97
To the Board of Adjustments,
I am writing to offer my full support for the proposed shed addition and deck improvement
project submitted by Ben and Andrea Poythress.
I am a resident of the lake and am familiar with the location of their project area. Their
structure sits more than 100 feet from the shoreline, behind a natural berm, and within
heavy woods. It is not visible from the main recreational area of the lake, and the bay where
they live receives almost no traffic due to shallow water, lily pads, and aquatic vegetation.
The Poythress family has made significant efforts to work with the city and the board’s
feedback. They redesigned their project, reducing the shed addition to 270 sq ft—well
below the allowed 400 sq ft threshold. The remainder of the square footage comes from
replacing and modestly expanding an existing deck, which will not be used as a storage
structure and has no environmental impact.
Their request is reasonable, measured, and respectful of both ordinance intent and the
natural character of the shoreline. I believe approving this variance would not set any
negative precedent and poses no harm to neighboring properties or the lake environment.
For these reasons, I strongly support their variance request.
Sincerely,
Brian Gifford
13162 Islandview Dr NW, Elk River
Page 27 of 97
Jesse & Sarah Hartung
18837 Ogden ST NW
Elk River, MN 55330
November 25th, 2025
To Whom It May Concern:
Sarah and I have reviewed the proposed addition of an existing structure on Ben and
Andreas property, as well as modifications to their boat deck.
Our property is located directly behind the proposed project. After discussing the plans
that Ben and Andrea are looking to do within their property, we would like to see the
project approved and strongly believe the projects will benefit the property and us as
neighbors and fellow lake residents.
The project improves the views for those on the lake by maintaining their property and
making valuable improvements. Neither project impacts the views of neighbors as the
properties are all wooded and large acreage lots.
Thank you,
Jesse & Sarah Hartung
Page 28 of 97
I am writing as a resident on Upper Lake Orono to express my support for the variance
request submitted by Ben and Andrea Poythress regarding their proposed shed
addition/deck replacement.
We are very familiar with their property and the location of the existing structure. The area
where the project is planned sits set back in the woods, a good distance from the shoreline.
From the lake, the current structure is already not really visible, and the proposed
improvements will not meaningfully change the view for any lake users or neighbors—
including our household.
I also support their effort because the environmental impact is minimal to none, especially
given the distance from the shoreline and the fact that this portion of the lake (the
northwest bay) is extremely shallow, non-recreational, and not frequently traveled.
They have already been responsive to the Board’s previous requests, by reducing the shed
addition.
From a neighbor’s perspective, this request is reasonable, thoughtful, and aligned with the
character of the area. I do not believe it sets an inappropriate precedent, nor does it
undermine the intent of the code. Instead, it allows a homeowner to maintain and improve
their property in a way that is safe, aesthetically consistent, and respectful to the lake
environment.
I hope the Board will approve their variance request, and I appreciate your consideration.
Sincerely,
Kendra Kruger
Resident – Upper Lake Orono
Page 29 of 97
To the City of Elk River Board of Adjustment,
I’m writing in support of Benjamin and Andrea Poythress and their request
regarding the improvements to their water-oriented structure. I live across the lake,
and I’d like to offer a simple perspective from someone who actually sees (or in
this case, won’t see) the project in question.
Their property sits in a section of the lake that isn’t exactly a high-traffic, postcard
backdrop. It’s tucked into a quiet, shallow bay that most people avoid unless they
enjoy lily pads and aquatic vegetation rearranging their boat props. In other words,
anything they build back there is going to be visible to about three people—and
I’m one of them. And even I won’t be able to see it.
I have no concerns whatsoever about the shed addition or the deck expansion. It
won’t be an eyesore, it won’t affect lake aesthetics, and it won’t impact shoreline
use or enjoyment for anyone else. They’re improving their property, replacing
older structures, and adding value—not only to their home, but indirectly to the
surrounding properties as well. They’re good people, responsible neighbors, and
diligent stewards of their land. They pay their taxes, follow the rules, and aren’t
exactly running a shipyard or building a hotel down there.
I understand and appreciate the Board’s responsibility to protect the lake and
uphold the ordinance. That work matters, and the consistency you bring to these
decisions preserves the standards we all enjoy. At the same time, it seems
reasonable to evaluate this project within the spirit and intent of the code, not only
the strictest possible interpretation of square footage definitions—especially when
the deck in question is simply covering an existing cement pad and has no
environmental impact.
The Poythress request is modest, practical, and—frankly—less intrusive than many
lakeside structures that already exist all around the shoreline. I trust their judgment
completely, and I fully support the project as they’ve proposed it.
Thank you for your time, for the work you do, and for your thoughtful
consideration.
Sincerely,
Benjamin Larson
18672 Lander Dr NW, Elk River, MN 55330
Page 30 of 97
To Whom May Concern:
We are Ben and Andrea's direct next door neighbors (on the east side).
This letter is to state that we have no concerns of their plan to build a ground-level storage
shed and deck on their property.
Sincerely,
Todd and Tricia Louden
13610 Island View Dr NW
Elk River, MN 55330
Page 31 of 97
Christian & Briana Schwamberger
13696 Island View Dr NW
Elk River, MN 55330
October 26, 2025
To Whom It May Concern:
We are writing as the adjoining property owners at 13696 Island View Dr NW, Lot 1,
Block 3, Island View Fifth Addition, Sherburne County, Minnesota, regarding the
variance request submitted by our neighbors, Benjamin and Andrea Poythress. Their
request involves the proposed extension of an existing backyard structure as well as an
addition or modification to their boat deck.
After reviewing the nature of the proposed improvements and considering their
proximity to our shared property line, we would like to state that we have no objections
or concerns with the proposed variances. From our perspective as adjacent
homeowners, the planned extensions:
• Do not encroach on or negatively impact our property line or privacy.
• Will not block or obstruct any view from our property or from other neighboring
homes.
• Will not create any access or aesthetic issues from our side of the property.
Based on these considerations, we fully support the approval of the Poythress’s
variance request and have no concerns from a neighboring property standpoint.
Thank you for your time and consideration.
Respectfully,
Christian & Briana Schwamberger
13696 Island View Dr NW
Lot 1, Block 3, Island View Fifth Addition
Sherburne County, Minnesota 55330
___________________________ ___________________________
Christian Schwamberger Briana Schwamberger
Date: ____________ Date: ____________
Page 32 of 97
Kyle & Heather Simenson
13558 Island View Dr NW
Elk River, MN 55330
October 31st, 2025
To Whom It May Concern:
It has been brought to our attention that Benjamin and Andrea Poythress have
proposed an addition of an existing structure on their property, as well as modifications
to a boat deck.
Our property is located at 13558 Island View Dr. NW in Elk River within Sherburne
County, 2 lots away from the proposed project. After discussing the plans and
process(es) that Ben and Andrea are looking to do within their property, we want to
formally give our approval to this initiative.
We feel the plans will not obstruct any view(s) from our property or create any future
issues within the lake infrastructure or access.
We welcome any further conversation in regards to this matter to further confirm our
acceptance
Thank you,
Kyle & Heather Simenson
___________________________ ___________________________
Kyle Simenson Heather Simenson
Date: ____________ Date: ____________
Page 33 of 97
To Whom It May Concern,
We are writing in support of our neighbors, Ben and Andrea Poythress, and their revised
variance request for the shed addition and replacement deck at 13640 Island View Drive
NW.
We have reviewed their plans and have no concerns at all. In fact, we believe the
improvements they are proposing will be an asset to their property and to the
neighborhood. We frequently spend time in their backyard and around the shared lake
area, and we know the location well. Their project is tucked back in a secluded, screened
area and will not impact our view, our privacy, or our use of our own property.
We trust Ben and Andrea completely to make improvements that are thoughtful,
responsible, and visually appropriate for this part of Lake Orono. They take excellent care of
their home and yard, and we have full confidence that this project will be done with the
same level of care.
We fully support their revised proposal and hope the Board will approve their request.
Sincerely,
Joe & Tanya Walters
13038 Island View Drive NW
Page 34 of 97
Item 5.1
Poythress
Variance
Page 35 of 97
Page 36 of 97
Background
§BOA reviewed Oct 28
§Applicant requested postponement
§Explore alternative solutions/designs
§Reduced the size – now requesting a 10’ x 17’ building
addition
Page 37 of 97
Background
§Water-oriented accessory structure or facility means a
small, aboveground building or other improvement,
except stairways, fences, docks, and retaining walls,
which, because of the relationship of its use to a surface
water feature, reasonably needs to be located closer to
public waters than the normal structure setback.
Examples of such structures and facilities include
boathouses, gazebos, screen houses, fish houses,
pump houses, and detached decks.
§The deck is part of a detached accessory structure,
therefore detached from the house.
Page 38 of 97
Background
§100 SF. Existing Building (10’ x1 0’)
§320 SF. “Proposed” Deck (currently under construction)
§420 SF. Existing Water-Oriented Structure (400
allowed)
§170 SF. Proposed Building (10’ x 17’)
§590 SF. Total Existing and Proposed
Page 39 of 97
Page 40 of 97
Page 41 of 97
Background
§Existing conditions already exceed by 20 SF
§A viable alternative the Board suggested
§Utilize the space under the deck for storage
Page 42 of 97
Background
§Staff’s concern has been, and continues to be
§There is no plight/circumstances unique to the property
that created a hardship to allow for an increase in
personal storage
§The desire for additional storage is not a hardship but a
plight the property owner created
Page 43 of 97
Size Setback Variance Analysis
§Staff find that the requested variance does not meet the
required criteria for approval
§No demonstrated hardship or unique property condition
§Property already benefits from a permitted structure that
serves the intended purpose of the ordinance
Page 44 of 97
Additional Information
§Shared via email with board this afternoon
§Copies have also been shared
§Outlines why they believe they should be granted the
variance
§Letters of support
Page 45 of 97
Action Requested
§Deny, by motion, the proposed square footage for a
water-oriented structure variance as the standards do
not meet the city criteria for granting a variance
Page 46 of 97
City Council Meeting
§If the Board of Adjustments denies the request, or an
appeal is made by any interested party by December 5,
2025, this item will go to the:
§December 15, 2025, City Council Meeting
Page 47 of 97
Page 48 of 97
Page 49 of 97
Page 50 of 97
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
Board of Adjustments
Item Number
5.2
Meeting Date
November 25, 2025
Prepared By
Zack Carlton, Community Development Director
Item Description
Variance: Parking and Wetland Setbacks in Support
of an Apartment Building, Pat Briggs - 17379 Twin
Lakes Rd NW
Reviewed by
Chris Leeseberg
Action Requested
Approve the variance request from Patrick Briggs for a parking variance, reducing the required stalls from
2.5/unit to the proposed 2.13/unit, and for a wetland buffer/setback variance for an encroachment of up to 6-
feet into the wetland buffer setback, as the following standards have been met:
1. The general purpose and intent of the ordinance are met.
2. The property is guided for mixed-residential use, and the proposed 59-unit multifamily residential use
is consistent with the Comprehensive Plan.
3. The proposed use is reasonable and is permitted in the zoning ordinance.
4. The plight of the petitioner is due to circumstances unique to the property, not a consequence of the
petitioner's own action or inaction.
5. The variance will not alter the essential character of the locality.
and, subject to the following conditions.
1. The applicant must provide a proof-of-parking exhibit demonstrating that the site can support 2.5
stalls/unit if required.
2. All areas within the 20-foot wetland buffer setback must be vegetated and no additional impervious
surfaces will be permitted.
3. The proposed wetland fill/impact must receive approval of a wetland replacement plan prior to
issuance of a building permit.
4. The property will need to be platted into two lots prior to the issuance of building permits. One lot
for the existing home and one lot for the proposed apartment.
5. The applicant must prepare and record an ingress/egress easement to preserve access for the two
single-family homes east of the subject site which currently access their properties through the subject
site.
6. The applicant must also prepare and record a utility easement to allow the extension of utilities from
Twin Lakes Road right-of-way to the existing homes to the east.
Page 51 of 97
Background/Discussion
The applicant, Patrick Briggs, is proposing construction of a 59-unit multi-family apartment building at 17379
Twin Lakes Parkway. The property is currently 5.79 acres in size and includes one single-family home on the
north side of the parcel. The current variance request supports the planned apartment building, but this
application does not authorize construction of the building. A separate administrative site plan review
application is required.
Proposed variances include a reduced parking requirement – reducing the required number of stalls from the
ordinance standard of 2.5 stalls/unit to 2.13 stalls. This type of parking request has become common
throughout the community, and a similar request was approved for the apartment building immediately north
of the subject site.
The proposed apartment building includes 53 studio units and 6 one-bedroom units. It is expected that this
unit style will reduce the parking demand below the 2.5 stalls/unit required within the ordinance and is
consistent with recent variances throughout the community. Staff included a typical requirement of an exhibit
demonstrating proof-of-parking to show that the full parking requirement can be met if parking becomes a
concern in the future.
The existing wetland on the property has been reviewed by the city’s environmental staff. The proposed
encroachment into the buffer/setback impacts 6 feet of the required 45-foot buffer and setback. Ordinance
prohibits structures and impervious surfaces in this area, but maintained vegetation (turf) is allowed. The
proposed building would be 39 feet from the delineated wetland and a small corner of the structure with a
smaller encroachment of 3-feet (42-feet from delineated wetland) for approximately 50 feet.
Civil plans include filling an existing wetland to accommodate the stormwater pond to treat the new
impervious surfaces. This impact is not part of the variance request and must be approved separately through
a wetland replacement plan.
Applicable Regulations
The variance standards are outlined below. The applicant's responses are noted in italics.
A variance may be granted when the petitioner establishes that the variance satisfies all five of the criteria
described below.
The variance is:
1. Is in harmony with the general purpose and intent of the ordinance, and
The zoning and Comprehensive plan are in alignment with owners use.
The parking variance has become a relatively common request either through a Planned Unit Development or
with a variance. The city’s experience with a parking variance of greater than 2 stalls/unit has generally not
resulted in too few parking stalls to serve the buildings. The included condition of a proof of parking exhibit
must show that additional parking can be constructed if parking becomes an issue in the future.
The wetland buffer setback has also become common, and with the condition that no additional impervious
surfaces be placed within the buffer setback, the impact is supported by staff.
The variances are generally in harmony with the purpose and intent of the ordinance.
2. Is consistent with the City of Elk River comprehensive plan.
The zoning and Comprehensive plan are in alignment with owners use.
The Comprehensive Plan guides the property for mixed-residential uses, up to and including small-scale
Page 52 of 97
apartment buildings. The building immediately north of the subject site includes 52 units (constructed in 2023)
and carries the same land use classification.
The Comprehensive Plan generally supports the proposed use of a 59-unit apartment building.
Variances may be granted when the petitioner establishes that there are practical difficulties in complying with
the zoning ordinance. Practical difficulties mean that:
3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning
ordinance;
The parking request is in alignment with the general purpose of parking client vehicles on site with an established
history of parking within city limits.
The owner is in alignment with the general purpose of managing the stormwater runoff rate equal to or less than
existing conditions post development. All impervious surfaces will be drained to an infiltration basin on site.
The proposed parking deviation of greater than 2 stalls/unit has proven to be a reasonable use not otherwise
permitted in the ordinance.
The civil plans demonstrate that the impervious encroachment into the wetland setback includes the roof of
the building, which will direct runoff to the stormwater pond and not directly to the adjacent wetland.
4. The plight of the petitioner is due to circumstances unique to the property, not a consequence of the
petition's own action or inaction; and
Due to the uniqueness of an easement serving two additional parcels, we are limited to the practicality of space on said
site.
Due to the uniqueness of an easement serving two additional parcels, we are limited to the practicality of moving the
basin to the north. The building is an L-shaped building. The 90-degree angle on the inside corner would be
impractical to construct at a 65-degree angle. We also considered removing the sidewalk between the building and
parking lot. However, it is much more practical and safer to have dedicated space for pedestrian traffic to and from
their vehicles in the parking lot and the structure on the southwest corner of apartment homes.
The applicant states that the practical difficulties lie in preserving free and clear access for the parcels to the
east – both of which currently access their properties through the site. One of the homes was constructed in
1972 and the other in 1978, neither directly abut a public street and do not have any other means of access
to their properties. The access easement connection noted by the applicant must be maintained in the same
location as it is today.
5. The variance, if granted, will not alter the essential character of the locality.
We are not altering the character of the site.
We are not altering the character of the zoning of the site.
The proposed apartment building is similar in size and scale to the parcels immediately north and south of the
subject site. All of these facilities are located along Twin Lakes Road and will not alter the essential character
of the locality.
Page 53 of 97
If the Board of Adjustments denies the request, or an appeal is made by any interested party by December 5,
2025, the variance will be reviewed by the City Council on Monday, December 15, at 6:00 p.m.
Financial Impact
Mission/Policy/Goal
Explain how this meets the city's mission, current policies and/or council goals
Attachments
1. Location Map
2. Preliminary Civil Plans
3. Elk River Concept
4. Handout - Briggs
5. 5.2 Briggs Parking and Setback Variance
6. Briggs ER Plat Prelim Civil Plans 11.25.2025 Reduced
Page 54 of 97
Page 55 of 97
NO SCALE/s/>Θ^hZs zW>E^WZ WZ z͗DESCRIPTIONDATENO.REVKdK ZϮϬϮϱWZ >/D/EZzW>E^/dzK& ><Z/s Z͕^, ZhZE KhEdz͕DEZ/''^ ><Z/s ZW>dϭϳϯϳϵdt/E>< ^ZKEtWdZ/''^Bogart, Pederson& Associates, Inc.LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICESTraditional Values ∙ Creative Solutionss//E/dzDW^, ZhZE KhEdz͕D/EE ^Kd4:45 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\CoverSWPPPDetails.dwg10/27/2025PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVESCOLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILTDRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATIONSYSTEM DATABASES, CONSTRUCTION PLANS, ETC.TYLER ST/TWIN LAKES ROAD NWWZK: d>Kd/KECivil PlansSheet Number Sheet TitleCoverC1Demolition PlanC2 Site PlanC3Grading PlanC4Utility PlanC5 Erosion Control PlanC6 SWPPP NarrativeC7DetailsC8DetailsC9DetailsC10DetailsC11DetailsC12Landscape PlanC13Fire Protection PlanPage 56 of 97
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OVERHEAD POWER LINESCAUTIONREMOVE PROPANEREMOVE AC UNITREMOVE LIGHT POLEREMOVE MAILBOXREMOVE AND RELOCATE MAILBOXESREMOVE LIGHT POLEPROTECT STORM STRUCTUREPROTECT STORM STRUCTUREPROTECT STORM STRUCTURESAWCUT 10 LFSAWCUT 10 LFSAWCUT 67 LFREMOVE 118 SQ FT OF BITUMINOUSREMOVE 60 LF OF CURB & GUTTERREMOVE 61 SQ FT OF BITUMINOUS/CONCRETEREMOVE 61 SQ FT OF BITUMINOUS/CONCRETEREMOVE 117 SQ FT OF BITUMINOUSREMOVE 973 SQ FT OF BITUMINOUS/CONCRETEREMOVE 16,373 SQ FT OF GRAVELREMOVE 24 SQ FT OF CONCRETEREMOVE 24 SQ FT OF CONCRETEREMOVE 1,385 SQ FT OF LANDSCAPE AREAREMOVE BUILDINGREMOVE BUILDINGPLUG CLEANOUTSAWCUT 67 LFSAWCUT 67 LFSAWCUT 67 LFSAWCUT 67 LFREMOVE 335 SQ FT OF BITUMINOUS TRAILREMOVE 815 SQ FT OF BITUMINOUSREMOVE 33 LF OF CURB & GUTTERREMOVE 33 LF OF CURB & GUTTERPROTECT SANITARY STRUCTUREPROTECT STORM STRUCTUREREMOVE 511 SQ FT OF BITUMINOUSREMOVE 140 SQ FT OF CONCRETEREMOVE 140 SQ FT OF CONCRETEREMOVE 259 LF OF CURB & GUTTERSAWCUT 263 LFREMOVE 112 LF OF CURB & GUTTERSAWCUT 116 LFSAWCUT 20 LFSAWCUT 21 LFDEMOLITIONCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL DK>/d/KEW>Eϭ4:45 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Demo.dwg10/27/2025 DK>/d/KE' E Z>EKd ^͗1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALLUTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THEPROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONSINCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS,ETC.2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCALSTANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS(UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROMTHE CITY.3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TOEXISTING UTILITIES PRIOR TO ANY DEMOLITION.4. CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELK RIVER FOR ALL UTILITYDISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITYPROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATEAND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALLOBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITYCONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS.5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOTNOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7. TREES 6" AND LARGER AND OTHER NOTABLE VEGETATION WERE IDENTIFIED ANDLOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFYTHE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOTDESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERSAND TOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTION (AS INDICATED).REMOVE EXISTING TREES (AS INDICATED)> ' E͗REMOVE FEATURE (AS INDICATED)SALVAGE (AS INDICATED)SAW-CUTSCALE:0' 20' 40'1"=20'REMOVE EXISTING LANDSCAPING(AS INDICATED)DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^ ><Z/s ZW>dŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE10/27202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 57 of 97
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WLWLWLWLWLWLWLWLWL26.0'23.0'25.0'43.0' FL-FL25.0'25.0'9.0'20.0'9.0'20.0'5.0'6.0'PROPOSED EASEMENTWETLAND IMPACTWETLAND IMPACT25' WETLAND BUFFER20' WETLAND BUFFER SETBACKWET DETENTION PONDPROPOSED B612CURB & GUTTERPROPOSED B612CURB & GUTTER3' CURB TAPER5' CURB TAPER5' CURB TAPERBITUMINOUS PAVEMENT3' CURB TAPER3' CURB TAPERMATCH EXISTING BITUMINOUSMATCH EXISTINGCURB & GUTTERPROPOSED GRAVELTIE INTO EXISTING DRIVEWAYS3' CURB TAPERDO NOT ENTER SIGN (EA)DO NOT ENTER SIGN (EA)TIE INTO EXISTINGTIE INTO EXISTINGBITUMINOUS TRAIL100.0'50.0'102.0'BITUMINOUS PAVEMENTPROPOSED B618CURB & GUTTERPROPOSED B618CURB & GUTTERPROPOSEDCONCRETE ISLAND30.0'134.2'216.8'B618 CURB & GUTTERRIGHT TURN LANE10' WIDE BITUMINOUS TRAILTIE INTO EXISTING6' WIDE CONCRETE SIDEWALK7 STEP - 1' WIDE X 6" DROP6' WIDE SIDEWALK3' WIDE VALLEY GUTTER5' CURB TAPER6.0'3' CURB TAPER2613121422CONCRETE PED RAMPW/ TRUNCATED DOMECONCRETE PED RAMPW/ TRUNCATED DOMETRUNCATED DOME3' CURB TAPERADA PARKING SIGN (TYP.)9.0'6'3'3 -STORY APARTMENT BUILDING B24,024 S.F. (15.7%)(59 UNITS TOTAL)(FIRST FLOOR PARKING)3-LEVEL200.0'66.0'134.0'230.0'153.5'2.5'R=10'L=15.7'76.0'7.1'8.0'57.2'R=6'L=9.4'153.0'108.5'32.6'R=20'L=31.4'7.0'14.9'7.2'14.8'107.0'7.0'4.3'3.0'5.7'R=5'L=7.9'26.0'R=6'L=2.3'R=6'L=9.5'10.9'2.2'R=20'L=16.5'R=5'L=9.0'14.6'118.0'15.5'R=5'L=6.8'R=20'L=23.4'R=5'L=6.8'15.5'127.0'17.0'R=3'L=4.7'1.0'R=3'L=4.7'14.0'3.0'R=20'L=31.4'5.0'R=46'L=55.7'R=5'L=6.1'18.5'18.3'83.6'R=10'L=15.5'R=16'L=24.8'0.2'R=15'L=16.7'R=76'L=13.9'R=50'L=30.9'138.8'R=10'L=15.7'133.9'104.0'157.0'19.2'R=7'L=11.8'5.0'R=10'L=15.7'3-LEVEL
12.0'27.0'6.0'5.0'33.6'23.8'23.8'R=3'L=7.1'R=3'L=4.7'R=3'L=7.1'97.9'R=3'L=4.7'6.0'5' CURB TAPERR=76'L=36.0'R=5'L=10.2'49.3'9.0'CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE^/d W>EϮ4:49 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Site.dwg10/27/2025PROPOSED CONCRETE PAVEMENTPROPOSED TURF ESTABLISHMENTPROPOSED ASPHALT PAVEMENTCONCRETE CURB AND GUTTER - B612> ' E͗^/d W>EEKd ^͗1. PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OF CURB.ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKINGSTALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OFEXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THESTART OF CONSTRUCTION.5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTYAND STATE REGULATIONS.6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVEDBY THE CITY.7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS &SPECIFICATIONS.8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOTDESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6"OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSIONCONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREASDISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE ACERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131.9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUTTO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED ORUNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINTBETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TOBE FLUSH WITH EXISTING.^/d W>E/E&KZDd/KE͗PARCEL AREA:x5.80 ACRES ±PROPOSED ZONING:xP.U.D. DISTRICTPRINCIPAL STRUCTURE SETBACKS:xFRONT: 30'xSIDE: 10'xREAR: 20'PARKING SETBACKS:xFRONT SETBACK FOR PARKING: 10'xSIDE SETBACK FOR PARKING: 10'xREAR SETBACK FOR PARKING: 10'SITE DATAEXISTING PROPOSEDPAVEMENT AREA 26,351 SF 80,327 SFLANDSCAPE AREA 1,384 SF 0 SFWETLAND/WATER AREA 11,824 SF 12,095 SFBUILDING AREA 1,358 SF 24,126 SFPERVIOUS AREA237,617 SF 161,986 SFTOTAL AREA 278,534 SF 278,534 SFPARKING REQUIREMENTS:xMINIMUM PARKING STALL DIMENSIONS: 20' X 9' (90° PARKING)TOTAL UNITS: 59 (59 PER APARTMENT)PARKING STALLS:xTOTAL STALLS PROVIDED: 126 (2.14 STALLS/UNITS)xxTOTAL INDOOR STALLS: 57xxTOTAL OUTDOOR STALLS: 69xTOTAL ADA STALLS PROVIDED: 6 (6 VAN ACCESSIBLE)xTOTAL ADA STALLS REQUIRED: 6 (6 VAN ACCESSIBLE REQUIRED)PROPOSED SIGNPROPOSED GRAVEL SURFACINGSCALE:0' 30' 60'1"=30'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^ ><Z/s ZW>dŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE10/24/202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 58 of 97
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THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONSIN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THISWORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITYCOMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT ANDCOMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRISRUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITHGRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOTBETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THEPROJECT.5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED INPLACE OF TOPSOIL. TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THESLOPES BY GENERAL CONTRACTOR.6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE.ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN.7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BEDONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL ASREQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALSSHALL BE INCIDENTAL TO THE CONTRACT.8. IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTORSHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADEADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIORTO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THEENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR WORKASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILTFENCE, ETC.9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDEAN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THEENGINEER.10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TOTHE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES ORPIPING OR SIMILAR)11. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES.PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS,MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED ANDFUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITYCONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.SCALE:0' 30' 60'1"=30'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^ ><Z/s ZW>dŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE10/27202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 59 of 97
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AS NEEDED)REPLACE CASTING (EA)214 STMHRIM=887.65N INV.=884.509 LF 15"Ø SCH-40 @ 0.49%CONNECT TO UNDERGROUND CHAMBER STORAGES INV.=884.00N INV.=884.00E INV.=884.00W INV.=884.006" INSPECTION PORTUTILITYhd/>/dzW>Eϰ4:46 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Grading.dwg10/27/2025VV |VPROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLEPROPOSED FLARED END SECITONPROPOSED CATCH BASINPROPOSED FITTINGPROPOSED GATE VALVE & BOXPROPOSED CLEANOUTPROPOSED RIP RAP> ' E͗PROPOSED STORM MANHOLEhd/>/dz' E Z>EKd ^͗1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK ANDNOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONSPRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADINGPLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN.4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTINGIN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.WATER:5. WATER LINE TO MINIMUM 8.0 FEET DEPTH.6. ALL WATER LINES 4" OR GREATER SHALL BE DIP. ALL WATER LINES LESS THAT 4" SHALL CONFORMTO TYPE K COPPER PIPE.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSINGBACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE.8. CORPORATION STOP SHALL BE FORD MODEL # FB1001-6-IDR7-NL OR A.Y. MCDONALD MODEL #74701B-33.9. TAPPING SADDLE SHALL BE FORD MODEL # FS323 OR A.Y. MCDONALD # 372.10. CURB STOP SHALL BE FORD MODEL # B66-666M-IDR7-NL.11. CURB BOX SHALL BE FORD MODEL # EM2-80-56 OR A.Y. MCDONALD # 5614.12. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGHDENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE.SEWER:1. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEWSANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES.2. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ONASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY.3. ALL STORM SEWER AND SANITARY SEWER SHALL MEET ASTM STANDARDS AS DESCRIBED:3.1. WHEN PIPE IS PLACED 10 FEET, OR GREATER, FROM ANY BUILDING, MANHOLE, POTABLEWATER LINE, OR OTHER PIPE LINE, IT SHALL BE SDR-35 PVC, OR EQUAL. THIS PIPE SHALL MEETOR EXCEED ASTM 2729.3.2. WHEN PIPE IS PLACED LESS THAN 10 FEET FROM ANY BUILDING, MANHOLE, POTABLE WATERLINE, OR OTHER PIPE LINE, IT SHALL BE SCHEDULE 40 PVC, OR EQUAL. THIS PIPE SHALL MEETOR EXCEED ASTM D1785 AND D2665.3.3. ALL JOINTS SHALL BE SOLVENT WELDED JOINTS AND USE ASTM F656 PURPLE PRIMER ANDASTM D2564 CEMENT.4. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLEWATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35)INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:5.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPECONNECTIONS TO ALL STORM SEWER STRUCTURES.5.2. ACCEPTABLE MANUFACTURERS / PRODUCTS:5.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE-DIAMETER WATERSTOPS"5.4. PRESS-SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAl.6. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH ISDAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWERSERVICE INSTALLATION.7. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIORTO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLYCHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THISSITE DUE TO SANDY SOIL CONDITIONS.8. ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN PROPOSEDWORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY SHALL BE REPLACED IN KIND.9. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL PLAN FOR UTILITY INSTALLATION.TRAFFIC CONTROL SHALL BE INSTALLED PRIOR TO PAVEMENT REMOVAL AND REMOVED AFTERREPLACEMENT OF PAVEMENT IS COMPLETED.10. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS SHOWN MATCHARCHITECTURAL/MEP DRAWINGS.11. ALL MANHOLES, CATCH BASINS, STORM SEWER PIPES, SANITARY SEWER PIPES, DRAINTILE, ANDOTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER SECTION 609.6.1 MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTEREDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).12. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDETEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING,ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY ORPERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) ASREQUIRED.WSPROPOSED WATER SERVICEPROPOSED SANITARY SERVICEPROPOSED HYDRANTSCALE:0' 30' 60'1"=30'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^ ><Z/s ZW>dŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE10/27202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 60 of 97
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88588588588552 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA1 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA1 - EGA1 - MR1 - MR1 - MR1 - MR1 - MR1 - MR1 - MR1 - MR1 - MRCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL >E^W Z Yh/Z D Ed^͗PER CITY OF ELK RIVER ZONING ORDINANCE:ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THEFOLLOWING STANDARDS AND CRITERIA:A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE:POTTED/BARE ROOTOR BALLED & BURLAPPEDSHADE TREES 2-INCH DIAMETERHALF TREES 1-1/2 INCH DIAMETEREVERGREEN 6 FEET HIGHTALL SHRUBS & HEDGE MAT. 6 FEET HIGHLOW SHRUBS - DECIDUOUS 24 - 30 INCHES -EVERGREEN 24 - 30 INCHES -SPREADING EVERGREENS 18 - 24 INCHESB. LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FORTWO (2) FULL YEARS FROM THE TIME PLANTING HAS BEEN COMPLETED.ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE ENDOF THE GUARANTEE PERIOD OR BE REPLACED.(SEE CITY ORDINANCE FOR FULL REQUIREMENTS)LANDSCAPE> ' E͗PROPOSED CONCRETE PAVEMENTPROPOSED BITUMINOUS PAVEMENTPROPOSED CONCRETE SIDEWALKPROPOSED TURF ESTABLISHMENT>E^W EKd ^͗1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTOREDAND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALLBE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING ISCOMPLETED IN ACCORDANCE TO MN/DOT 2575.2. PLANTING SOIL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECTLOAMY TOPSOIL, 33% PEAT MOSS, 33% PIT RUN SAND.3. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEEDMIX, MULCHED, & DISK ANCHORED, PER THE FOLLOWING SCHEDULE:SEED MIX 25-131: 220 LB/AC.MULCH TYPE 3: 2 TONS/AC.PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED SHRUBPROPOSED DOUBLE SHREDDED BROWN MULCHTREE PLANTING DETAILN.T.S.PRUNE DEAD ANDBROKEN BRANCHES4" DEEP SHREDDED MULCHOVER LANDSCAPE FABRICPLANTING SOILDRAINAGE MOUNDSHRUB PLANTING DETAILN.T.S.MULCH AT SIDEWALK DETAILN.T.S.MULCH AT SEEDED AREA DETAILN.T.S.2" MIN.
4" TYP.MULCHFILTER FABRICMIRAFI OR EQUALCONCRETE SIDEWALKPLANTING SOILDEPTH VARIES2" MIN.
4" TYP.MULCHFILTER FABRICMIRAFI OR EQUALSEEDED AREAPLANTING SOILDEPTH VARIESPOLY EDGING12" SPIKE>E^W W>EϭϮ3-GUY CABLES DOUBLESTRAND 14GA. WIRESEVERY 120°18" MIN.MULCH SHALL NOT BE INCONTACT WITH TREETRUNK4" DEEP SHREDDEDMULCHROOTBALLPLANTING SOILPRUNE DEAD ANDBROKEN BRANCHESGUYING PLAN16" POLY STRAP1 1/2" WIDEONE FLAG PER WIREREMOVE ROPE AND BURLAP FROMUPPER 1/3 OF ROOTBALLMACHINE EDGE V-DITCH AROUNDALL TREES IN SODDED AREAS3-GUY STAKES AT 120° SPACING2"X2"X24" WOOD STAKEPREPARE AREA 3 TIMES THEWIDTH OF ROOTBALL4:47 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Landscaping.dwg10/27/2025SCALE:0' 30' 60'1"=30'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^ ><Z/s ZW>dŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE10/27202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 62 of 97
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FIRST FLOOR PLANSTAIRPARKIN6(57) SPACESSTAIR
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STUDIOSTUDIOSTUDIOSTUDIOSTUDIOSTUDIOSTUDIOSTUDIOSTUDIOSTUDIO1 BDRMSTUDIOSTAIRSTUDIOSTUDIOSTUDIO STUDIO1 BDRMSTUDIOSTUDIOSTUDIOSTUDIOSTUDIO2x(26)- STUDIO2x(3)-1BDRM(59) UNITSSTUDIO1 BDRMSECOND AND THIRD FLOOR PLANSTUDIOSTUDIOSTAIR
ELEV.JANOFFICELAUNSTUDIOSTUDIO STUDIOEXCERSIZE(01)- STUDIOFIRST FLOOR PLANPage 67 of 97
From:Pat Briggs
To:Katie Porath
Cc:Zachary Carlton
Subject:Re: Board of Adjustments Staff Report and Agenda - City of Elk River
Date:Friday, November 21, 2025 12:49:37 PM
Attachments:image001.png
Please revise my request to a 2:1 parking count with a 24-month sunset.
Thank you
PB
Get Outlook for iOS
From: Katie Porath <kporath@ElkRiverMN.gov>
Sent: Friday, November 21, 2025 12:10:43 PM
To: Pat Briggs <pat@thebriggscompanies.com>
Cc: Zachary Carlton <zcarlton@ElkRiverMN.gov>
Subject: Board of Adjustments Staff Report and Agenda - City of Elk River
Hello,
Attached is the Board of Adjustments agenda for the meeting on Tuesday, November 25,
2025 – 6:30 p.m.
The staff report has been uploaded to the CitizenServe portal and is also available to
view/load here: 5.2 Board of Adjustments Staff Report 11-25-2025.pdf
If you have any questions, please reach out to Zack, who is copied on this email.
Thank you,
Katie Porath
City of Elk River – Senior Administrative Assistant
13065 Orono Parkway, Elk River, MN 55330
763.635.1032 ElkRiverMN.gov
Page 68 of 97
Pat Briggs
Parking and Wetland Setback Variance
Page 69 of 97
Page 70 of 97
Background
§Applicant, Pat Briggs, has requested variances to support
construction of a 59-unit apartment building.
§Reduce required parking from 2.5 to 2.0 stalls/unit
§Common request for apartment buildings in the community.
§Encroach into the wetland buffer setback up to 6-feet.
§Another common request to support development.
§Applicant states the site is uniquely constricted by the
ingress/egress easement – necessitating the variances.
Page 71 of 97
Proof of parking exhibit required.
Page 72 of 97
Page 73 of 97
Page 74 of 97
Parking Variance
§Request is consistent with parking variances for
apartment buildings.
§Variances have required a proof of parking agreement.
§ER Lodge and Clear Sky do not expire.
§Commonbond project (near Aldi) expired after 3
years.
§Applicant has requested 24-months for any agreement.
Page 75 of 97
Action Requested
§Staff’s analysis finds that the variances meets the five
criteria required for approval and recommend approval
by the Board of Adjustments subject to the conditions
noted in the memo and a proof of parking agreement.
Page 76 of 97
City Council Meeting
§If the BOA denies the request, or an appeal is made by
any interested party by December 5, 2025, this item will
go to the December 15, 2025, City Council Meeting.
Page 77 of 97
Applicable Regulations
1.Is in harmony with the general purpose and intent of the
ordinance
The zoning and Comprehensive plan are in alignment with owners use.
The parking variance has become a relatively common request either through a Planned Unit
Development or with a variance. The city’s experience with a parking variance of greater than 2
stalls/unit has generally not resulted in too few parking stalls to serve the buildings. The
included condition of a proof of parking exhibit
must show that additional parking can be constructed if parking becomes an issue in the future.
The wetland buffer setback has also become common, and with the condition that no
additional impervious surfaces be placed within the buffer setback, the impact is supported by
staff. The variances are generally in harmony with the purpose and intent of the ordinance.
Page 78 of 97
Applicable Regulations
2. Is consistent with the City of Elk River Comprehensive Plan
The zoning and Comprehensive plan are in alignment with owners use.
The Comprehensive Plan guides the property for mixed-residential uses, up to and including
small-scale apartment buildings. The building immediately north of the subject site includes 52
units (constructed in 2023) and carries the same land use classification.
The Comprehensive Plan generally supports the proposed use of a 59-unit apartment building.
Page 79 of 97
Applicable Regulations
3.The petitioner proposes to use the property in a reasonable
manner not permitted by the zoning ordinance.
The parking request is in alignment with the general purpose of parking client vehicles on site
with an established history of parking within city limits.
The owner is in alignment with the general purpose of managing the stormwater runoff rate
equal to or less than existing conditions post development. All impervious surfaces will be
drained to an infiltration basin on site.
The proposed parking deviation of greater than 2 stalls/unit has proven to be a reasonable use
not otherwise permitted in the ordinance.
The civil plans demonstrate that the impervious encroachment into the wetland setback
includes the roof of the building, which will direct runoff to the stormwater pond and not
directly to the adjacent wetland.
Page 80 of 97
Applicable Regulations
4. The plight of the petitioner is due to circumstances unique to
the property not a consequence of the petitioner's own action or
inaction.
Due to the uniqueness of an easement serving two additional parcels, we are limited to the
practicality of space on said site.
Due to the uniqueness of an easement serving two additional parcels, we are limited to the
practicality of moving the basin to the north. The building is an L-shaped building. The 90-
degree angle on the inside corner would be impractical to construct at a 65-degree angle. We
also considered removing the sidewalk between the building and parking lot. However, it is
much more practical and safer to have dedicated space for pedestrian traffic to and from their
vehicles in the parking lot and the structure on the southwest corner of apartment homes.
The applicant states that the practical difficulties lie in preserving free and clear access for the
parcels to the east – both of which currently access their properties through the site. One of
the homes was constructed in 1972 and the other in 1978, neither directly abut a public street
and do not have any other means of access to their properties. The access easement
connection noted by the applicant must be maintained in the same location as it is today.
Page 81 of 97
Applicable Regulations
5. The variance, if granted, will not alter the essential character
of the locality.
We are not altering the character of the site.
We are not altering the character of the zoning of the site.
The proposed apartment building is similar in size and scale to the parcels immediately north
and south of the subject site. These projects are located along Twin Lakes Road and will not
alter the essential character of the locality.
Page 82 of 97
NO SCALECIVIL & SURVEY PLANS PREPARED BY:DESCRIPTIONDATENO.REVNOVEMBER 2025PRELIMINARY PLANSCITY OF ELK RIVER, SHERBURNE COUNTY, MNBRIGGS ELK RIVER PLAT17379 TWIN LAKES ROAD NWPAT BRIGGSBogart, Pederson& Associates, Inc.LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICESTraditional Values à Creative SolutionsVICINITY MAPSHERBURNE COUNTY, MINNESOTA5:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\CoverSWPPPDetails.dwg11/25/2025 PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVESCOLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILTDRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATIONSYSTEM DATABASES, CONSTRUCTION PLANS, ETC.TYLER ST/TWIN LAKES ROAD NW
NPROJECT LOCATIONCivil PlansSheet NumberSheet TitleCoverC1Demolition PlanC2Site PlanC3Grading PlanC4Utility PlanC5Erosion Control PlanC6SWPPP NarrativeC7DetailsC8DetailsC9DetailsC10DetailsC11DetailsC12Landscape PlanC13Fire Protection PlanPage 83 of 97
OHEOHEOHEOHEOHEOHEOHEO
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OHEOHEOHEOHEOHEOVERHEAD POWER LINESCAUTIONOHEOHEOVERHEAD POWER LINESCAUTIONREMOVE PROPANEREMOVE AC UNITREMOVE LIGHT POLEREMOVE MAILBOXREMOVE AND RELOCATE MAILBOXESREMOVE LIGHT POLEPROTECT STORM STRUCTUREPROTECT STORM STRUCTUREPROTECT STORM STRUCTURESAWCUT 10 LFSAWCUT 10 LFSAWCUT 67 LFREMOVE 118 SQ FT OF BITUMINOUSREMOVE 60 LF OF CURB & GUTTERREMOVE 61 SQ FT OF BITUMINOUS/CONCRETEREMOVE 61 SQ FT OF BITUMINOUS/CONCRETEREMOVE 117 SQ FT OF BITUMINOUSREMOVE 973 SQ FT OF BITUMINOUS/CONCRETEREMOVE 16,373 SQ FT OF GRAVELREMOVE 24 SQ FT OF CONCRETEREMOVE 24 SQ FT OF CONCRETEREMOVE 1,385 SQ FT OF LANDSCAPE AREAREMOVE BUILDINGREMOVE BUILDINGPLUG CLEANOUTSAWCUT 67 LFSAWCUT 67 LFSAWCUT 67 LFSAWCUT 67 LFREMOVE 335 SQ FT OF BITUMINOUS TRAILREMOVE 815 SQ FT OF BITUMINOUSREMOVE 33 LF OF CURB & GUTTERREMOVE 33 LF OF CURB & GUTTERPROTECT SANITARY STRUCTUREPROTECT STORM STRUCTUREREMOVE 511 SQ FT OF BITUMINOUSREMOVE 140 SQ FT OF CONCRETEREMOVE 140 SQ FT OF CONCRETEREMOVE 259 LF OF CURB & GUTTERSAWCUT 263 LFREMOVE 112 LF OF CURB & GUTTERSAWCUT 116 LFSAWCUT 20 LFSAWCUT 21 LFDEMOLITIONCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL DEMOLITION PLANC15:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Demo.dwg11/25/2025
DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALLUTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THEPROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONSINCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS,ETC.2.THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCALSTANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS(UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROMTHE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TOEXISTING UTILITIES PRIOR TO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELK RIVER FOR ALL UTILITYDISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITYPROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATEAND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALLOBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITYCONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOTNOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATION WERE IDENTIFIED ANDLOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFYTHE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOTDESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERSAND TOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTION (AS INDICATED).REMOVE EXISTING TREES (AS INDICATED)LEGEND:REMOVE FEATURE (AS INDICATED)SALVAGE (AS INDICATED)SAW-CUTNSCALE:0'20'40'1"=20'REMOVE EXISTING LANDSCAPING(AS INDICATED)DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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23.0'
25.0'43.0' FL-FL25.0'
25.0'9.0'20.0'
9.0'20.0'5.0'6.0'PROPOSED EASEMENTWETLAND IMPACTWETLAND IMPACT25' WETLAND BUFFER20' WETLAND BUFFER SETBACKWET DETENTION PONDPROPOSED B612CURB & GUTTERPROPOSED B612CURB & GUTTER3' CURB TAPER5' CURB TAPER5' CURB TAPERBITUMINOUS PAVEMENT3' CURB TAPER3' CURB TAPERMATCH EXISTING BITUMINOUSPROPOSED GRAVELTIE INTO EXISTING DRIVEWAYS3' CURB TAPERDO NOT ENTER SIGN (EA)DO NOT ENTER SIGN (EA)TIE INTO EXISTINGTIE INTO EXISTINGCONCRETE PED. RAMP100.0'50.0'102.0'BITUMINOUS PAVEMENTPROPOSED B618CURB & GUTTERPROPOSED B618CURB & GUTTERPROPOSEDCONCRETE ISLAND30.0'216.8'RIGHT TURN LANE10' WIDE BITUMINOUS TRAILTIE INTO EXISTING6' WIDE CONCRETE SIDEWALK7 STEP - 1' WIDE X 6" DROP6' WIDE SIDEWALK3' WIDE VALLEY GUTTER5' CURB TAPER6.0'3' CURB TAPER2613121422CONCRETE PED RAMPW/ TRUNCATED DOMECONCRETE PED RAMPW/ TRUNCATED DOMETRUNCATED DOME3' CURB TAPERADA PARKING SIGN (TYP.)9.0'6'
3'TWIN LAKES ROAD NW3 -STORY APARTMENT BUILDING B24,024 S.F. (15.7%)(59 UNITS TOTAL)(FIRST FLOOR PARKING)3-LEVEL200.0'66.0'134.0'230.0'153.5'2.5'R=10'L=15.7'76.0'7.1'8.0'57.2'R=6'L=9.4'153.0'108.5'
32.6'R=20'L=31.4'7.0'14.9'7.2'14.8'107.0'7.0'4.3'3.0'5.7'R=5'L=7.9'26.0'R=6'L=2.3'R=6'L=9.5'10.9'2.2'R=20'L=16.5'R=5'L=9.0'14.6'118.0'15.5'R=5'L=6.8'R=20'L=23.4'R=5'L=6.8'15.5'127.0'17.0'R=3'L=4.7'1.0'R=3'L=4.7'14.0'3.0'R=20'L=31.4'5.0'R=46'L=55.7'R=5'L=6.1'18.5'18.3'83.6'R=10'L=15.5'R=16'L=24.8'7.0'30.7'R=7'L=11.8'3-LEVEL12.0'27.0'6.0'5.0'33.6'23.8'23.8'R=3'L=7.1'R=3'L=4.7'R=3'L=7.1'97.9'R=3'L=4.7'6.0'5' CURB TAPERR=76'L=36.0'R=5'L=10.2'49.3'9.0'R=15'L=23.6'15.9'26.4'7.1'26.9'R=20'L=31.5'R=15.0'L=16.7'R=76.0'L=13.9'R=50.0'L=30.9'145.2'8.0'MATCH EXISTINGCURB & GUTTERCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SITE PLANC25:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Site.dwg11/25/2025
PROPOSED CONCRETE PAVEMENTPROPOSED TURF ESTABLISHMENTPROPOSED ASPHALT PAVEMENTCONCRETE CURB AND GUTTER - B612LEGEND:SITE PLAN NOTES:1.PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OF CURB.ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.2.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKINGSTALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.3.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OFEXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.4.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THESTART OF CONSTRUCTION.5.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTYAND STATE REGULATIONS.6.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVEDBY THE CITY.7.LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS &SPECIFICATIONS.8.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOTDESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6"OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSIONCONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREASDISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE ACERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131.9.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUTTO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED ORUNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINTBETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TOBE FLUSH WITH EXISTING.SITE PLAN INFORMATION:PARCEL AREA:·5.80 ACRES ±PROPOSED ZONING:·P.U.D. DISTRICTPRINCIPAL STRUCTURE SETBACKS:·FRONT: 30'·SIDE:10'·REAR:20'PARKING SETBACKS:·FRONT SETBACK FOR PARKING:10'·SIDE SETBACK FOR PARKING:10'·REAR SETBACK FOR PARKING:10'SITE DATA EXISTING PROPOSEDPAVEMENT AREA26,351 SF 80,327 SFLANDSCAPE AREA1,384 SF 0 SFWETLAND/WATER AREA11,824 SF 12,095 SFBUILDING AREA 1,358 SF 24,126 SFPERVIOUS AREA237,617 SF 161,986 SFTOTAL AREA 278,534 SF 278,534 SFPARKING REQUIREMENTS:·MINIMUM PARKING STALL DIMENSIONS: 20' X 9' (90° PARKING)TOTAL UNITS:59 (59 PER APARTMENT)PARKING STALLS:·TOTAL STALLS PROVIDED: 126 (2.14 STALLS/UNITS)··TOTAL INDOOR STALLS:57··TOTAL OUTDOOR STALLS:69·TOTAL ADA STALLS PROVIDED: 6 (6 VAN ACCESSIBLE)·TOTAL ADA STALLS REQUIRED:6 (6 VAN ACCESSIBLE REQUIRED)PROPOSED SIGNPROPOSED GRAVEL SURFACINGNSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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2.0%
2.0%
1.0%
2.0%
2.0%
2.0%
2.0%5.1%5.7%5:14.9%2.8%1.7%1.6%1.0%1.2%0.7%0.3%1.4%2.0%1.0%3.1%3.0%2.0%2.0%2.8%2.8%3.2%2.0%1.9%892891890889887886886888EOF=886.75886.92 TP??? TC??? FL5.8%6.2%??????885.77 TP885.71 TP885.37 TP885.69 TP887.11 TP??? TP888.58 TP888.63 TP888.67 TP888.71 TP890.21 TC889.71 FL890.23 TC889.73 FL890.08 TC889.58 FL889.92 TC889.42 FL889.37 TC889.37 FL889.31 TC889.31 FL889.79 TC889.29 FL889.48 TC888.98 FL889.04 TC889.04 FL889.04 TC889.04 FL889.34 TC888.84 FL889.20 TC888.70 FL888.71 TC888.21 FL889.11 TC888.61 FL889.16 TC888.66 FL888.43 FG886.19 FG888.38 TC887.88 FL888.69 TC888.19 FL888.83 TC888.33 FL888.99 TC888.49 FL888.59 TC888.09 FL888.54 TC888.04 FL888.29 TC887.79 FL889.23 TC888.73 FL889.45 SW889.06 SW889.66 SW889.60 TC889.10 FL889.05 TC889.05 FL888.94 TC888.94 FL889.33 TC888.83 FL888.43 TP888.54 TP888.66 TP888.70 TP889.17 SW889.65 TC889.15 FL889.36 TC888.86 FL889.25 TC888.75 FL889.30 TC888.80 FL889.50 TC889.00 FL889.81 TC889.31 FL890.40 TC889.90 FL890.00 TC890.00 FL890.40 TC889.90 FL890.00 TC890.00 FL889.48 TC888.98 FL889.02 TC888.52 FL889.07 TC888.57 FL889.62 TC889.12 FL889.63 TC889.13 FL889.59 TC889.09 FL889.62 TC889.12 FL889.68 TC889.18 FL889.60 SW889.15 SW889.19 SW889.40 TC888.90 FL889.50 TC889.00 FL889.60 TC889.10 FL889.86 TC889.36 FL889.79 TC889.29 FL889.74 TC889.24 FL890.06 TC889.56 FL890.45 TC889.95 FL890.00 TC890.00 FL890.00 TC890.00 FL890.44 TC889.94 FL889.61 TC889.11 FL889.40 TC888.90 FL889.31 TC889.31 FL889.39 TC889.39 FL889.18 TC889.18 FL889.50 FG889.50 FG890.00 FG889.50 FG889.50 FG889.48 TC888.98 FL888.30 TC887.80 FL888.54 TC888.04 FL889.18 TC888.68 FL888.55 TC888.05 FL889.36 FG888.50 TC888.00 FL889.05 TC888.55 FL889.17 SW889.50 SW889.45 SW889.50 SW889.35 SW887.70 TC887.20 FL889.25 TC888.75 FL887.65 TP888.60 TP887.92 TP888.71 TP889.20 FG889.80 SW889.75 TC889.25 FL889.54 TC889.04 FL889.48 TC888.98 FL885.50 FG889.68 SWEOF=887.50888.63 TP889.03 TP888.83 TP888.65 TP889.05 TP888.86 TP889.00 TC888.50 FL888.91 TC888.41 FL888.49 TC888.49 FL888.43 TC888.43 FL889.50 TC889.00 FL889.60 TC889.10 FL886.68 SW886.56 SW888.50 SW888.53 SW888.59 SW888.50 SW884.97 SW884.89 SW889.71 TC889.21 FL889.65 TC889.15 FL889.40 TC888.90 FL889.44 TC888.94 FL889.99 TC889.49 FL886.00 EX TC886.05 EX TC889.30 EX TC888.03 EX TC892.34 EX TC892.23 EX TC892.30 EX TC885.89 TC885.39 FL885.96 TC885.46 FL885.40 TC885.40 FL885.33 TC885.33 FL885.92 TC885.42 FL885.92 EX TC885.99 EX TC885.99 TC885.49 FL886.61 EX886.51 EX887.39 EX887.33 EX890.10 EX TC891.46 EX TC889.35 EX889.39 SW888.89 FL888.12 SW887.62 FL887.56 TC887.56 FL887.47 TC887.47 FL886.82 EX887.00 EX885.97 EXMATCH EXISTING GRADE884.30 EX884.61 EX884.48 EX884.39 EX887.74 TP887.95 TP887.68 TP887.40 TC887.15 FL887.82 TC887.82 FL888.57 TC888.07 FL887.45 TC886.95 FL887.20 TC887.20 FL886.20 TC885.70 FL887.62 TC887.62 FL884.36 EX??? TC??? FL887.90 TC887.40 FL??? TC??? FL884.66 EX885.75 TP885.54 TP885.66 TP??? TP886.01 SW885.91 SW2.0%889.92 SW889.91 SW889.75 SW889.30 TC889.30 FL889.79 TC889.29 FL889.79 TC889.29 FL889.85 SW890.00 SW890.00 SW890.00 SW889.89 SW889.74 SW889.90 SW889.71 TC889.21 FL887.87 TPFL1.5%FL1.6%FL 1.5%FL 0.6%FL 0.7%FL 1.0%FL 1.5%FL1.0%FL1.0%FL 0.4%FL 5.0%FL 5.0%FL1.4%FL 0.7%FL1.0%1.6%1.8%0.9%1.1%FL0.
5
%FL 1.2%FL 2.2%
FL 1.2%
FL 1.8%FL 2.0%888.10 FG890.00 SW0.9%889.90 SW890.00 SW889.81 SW7 STEPS (12" TREAD, 6" RISER)885.00 SW888.15 TC887.65 FL887.40 TC887.40 FL1.5%886.50 TP887.80 TC887.55 FL885.20 TP889.47 TC888.97 FLGRADING
GRADING PLANC35:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Grading.dwg11/25/2025
PROPOSED RIP RAP984NEW TOP-BACK OF CURB ELEVATIONNEW SIDEWALK ELEVATIONPROPOSED CONTOUR980.50 TCNEW FLOW LINE OF CURB ELEVATIONPROPOSED SLOPE980.50 FL980.50 SWNEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.LEGEND:GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONSIN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THISWORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITYCOMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT ANDCOMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRISRUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITHGRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOTBETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THEPROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED INPLACE OF TOPSOIL. TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THESLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE.ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BEDONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL ASREQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALSSHALL BE INCIDENTAL TO THE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTORSHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADEADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIORTO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THEENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR WORKASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILTFENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDEAN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THEENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TOTHE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES ORPIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES.PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS,MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED ANDFUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITYCONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.NSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
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FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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WLWLWLWLWLWLWLWLWLWLWLWLWLTWIN LAKES ROAD NW3 -STORY APARTMENT BUILDING B24,024 S.F. (15.7%)(59 UNITS TOTAL)(FIRST FLOOR PARKING)3-LEVEL3-LEVELVVVVVVVVVVVVVVVVVVVVVVVVVV883884885886887888883884885886884885886884
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889888888889 889VV88088088188188288288388388488488588688714 LF 24"Ø SCH-40 @ 0.00%43 LF 15"Ø SCH-40 @ 0.07%8 LF 15"Ø SCH-40 @ 0.47%78 LF 15"Ø SCH-40 @ 0.49%133 LF 15"Ø SCH-40 @ 0.41%16 LF 15"Ø SCH-40 @ 0.57%23 LF 15"Ø SCH-40 @ 0.40%20 LF 18"Ø SCH-40 @ 0.00%10 LF 24"Ø SCH-40 @ 0.45%31 LF 24"Ø SCH-40 @ 0.00%24"Ø GOLDFLO MANIFOLD W/ 90°BEND & TEE INV.=884.00(PLACED @ ENDS OF EACH ROW)6" INSPECTION PORT6" INSPECTION PORT18 LF 24"Ø SCH-40 @ 1.03%ISOLATER ROW204 CBMHRIM=888.45SUMP INV.=881.20E INV.=884.20N INV.=884.20205 STMHRIM=888.65SUMP INV.=881.05W INV.=884.05E INV.=884.30N INV.=884.40207 FESINV.=884.00212 CBMHRIM=888.55W INV.=884.65215 FESINV.=884.00210 CBRIM=888.90N INV.=885.30209 CBMHRIM=888.90SUMP INV.=882.20S INV.=885.20W INV.=885.20NE INV.=885.30208 FESINV.=885.50206 CBMHRIM=887.80N INV.=884.00S INV.=884.00E INV.=884.50217 OCSRIM=886.50N INV.=882.00S INV.=884.00CONNECT TO UNDERGROUND CHAMBER STORAGES INV.=884.00N INV.=884.00E INV.=884.00CONNECT TO UNDERGROUND CHAMBER STORAGES INV.=884.00216 FESINV.=882.0024"Ø GOLDFLO MANIFOLD W/ 90°BEND & TEE INV.=884.00(PLACED @ ENDS OF EACH ROW)CONNECT INTO BUILDING'N INV.=882.00S301 SAN MHRIM=889.28'S INV.=880.50W INV.=880.40N INV.=880.50VV70 LF OF 6"Ø SDR-26 @ 2.07%S302 SAN MHRIM=888.73'E INV.=878.75S INV.=878.65VV77 LF OF 6"Ø SDR-26 @ 2.03%S303 SAN MHRIM=888.25'N INV.=876.90W INV.=876.80VV83 LF OF 6"Ø SDR-26 @ 2.02%CONNECT TO EXISTING SANI MHCORE DRILLEX SAN MHEX RIM=885.35'E INV.=872.00EX NW INV.=858.64'EX SE INV.=858.64'VVVVVVVV213 CBMHRIM=887.20SUMP INV.=881.10S INV.=884.10E INV.=884.10N INV.=884.10CONNECT INTO BUILDINGS INV.=882.00VV65 LF OF 6"Ø SDR-26 @ 2.25%90° BEND8"X6" TEE||81.3 LF 8"Ø D.I.90° BEND4.0 LF 8"Ø D.I.184 LF 15"Ø SCH-40 @ 0.37%WATER CONNECTION INTO BUILDING|
54.5 LF 6"Ø D.I.WATER CONNECTION INTO BUILDING30.0 LF 8"Ø D.I.||
103.4 LF 8"Ø D.I.8"X6" REDUCERCROSSING6" SANI INV.=880.77'8" WM TOP=878.77'D218 STMHRIM=888.00N INV.=883.30SE INV.=883.30VVVVVVVVVV235 LF OF 6"Ø SDR-26 @ 2.03%165 LF 18"Ø SCH-40 @ 0.42%219 FESINV.=882.95VVVV79 LF 18"Ø SCH-40 @ 0.43%|8"X6" TEE6" GATE VALVE15.0 LF 6"Ø D.I.6" HYDRANT4.0 LF 6"Ø D.I.54.1 LF 6"Ø D.I.CONNECT TO EXISTING WATERMAINWET TAP W/ SADDLEFIELD VERIFY LOCATION & INVERT45° BEND|||||||262.1 LF 8"Ø D.I.45° BEND10.0 LF 8"Ø D.I.48 LF 12"Ø SCH-40 @ 0.40%892891890889887886886888EOF=886.75PRINSCO HYDROSTOR HS75 WITH STONE FILL12 ROWS OF 15 CHAMBERS PER ROW W/ HDPE MEMBRANE LINERCHAMBER INV.=884.00 / CHAMBER TOP=886.50STONE INV.=884.00ROW SPACING: 6.0"SIDE STONE: 12.0"END STONE: 12.0"STONE COVER: 12.0"STONE BASE: 0.00" - NO INFILTRATION, USED AS STORAGE(REFER TO PRINSCO SPECS. AS NEEDED)REPLACE CASTING (EA)214 STMHRIM=887.65N INV.=884.509 LF 15"Ø SCH-40 @ 0.49%6" INSPECTION PORTPHASE 2 CHAMBERS (NOT FINAL)CONNECT TO EXISTING PIPEW INV.=884.00UTILITY
UTILITY PLANC45:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Grading.dwg11/25/2025
VV|V
PROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLEPROPOSED FLARED END SECITONPROPOSED CATCH BASINPROPOSED FITTINGPROPOSED GATE VALVE & BOXPROPOSED CLEANOUTPROPOSED RIP RAPLEGEND:DSPROPOSED STORM MANHOLEUTILITY GENERAL NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK ANDNOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONSPRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADINGPLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN.4.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTINGIN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.WATER:5.WATER LINE TO MINIMUM 8.0 FEET DEPTH.6.ALL WATER LINES 4" OR GREATER SHALL BE DIP. ALL WATER LINES LESS THAT 4" SHALL CONFORMTO TYPE K COPPER PIPE.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSINGBACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE.8.CORPORATION STOP SHALL BE FORD MODEL # FB1001-6-IDR7-NL OR A.Y. MCDONALD MODEL #74701B-33.9.TAPPING SADDLE SHALL BE FORD MODEL # FS323 OR A.Y. MCDONALD # 372.10.CURB STOP SHALL BE FORD MODEL # B66-666M-IDR7-NL.11.CURB BOX SHALL BE FORD MODEL # EM2-80-56 OR A.Y. MCDONALD # 5614.12.FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGHDENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE.SEWER:1.VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEWSANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES.2.ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ONASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY.3.ALL STORM SEWER AND SANITARY SEWER SHALL MEET ASTM STANDARDS AS DESCRIBED:3.1.WHEN PIPE IS PLACED 10 FEET, OR GREATER, FROM ANY BUILDING, MANHOLE, POTABLEWATER LINE, OR OTHER PIPE LINE, IT SHALL BE SDR-35 PVC, OR EQUAL. THIS PIPE SHALL MEETOR EXCEED ASTM 2729.3.2.WHEN PIPE IS PLACED LESS THAN 10 FEET FROM ANY BUILDING, MANHOLE, POTABLE WATERLINE, OR OTHER PIPE LINE, IT SHALL BE SCHEDULE 40 PVC, OR EQUAL. THIS PIPE SHALL MEETOR EXCEED ASTM D1785 AND D2665.3.3.ALL JOINTS SHALL BE SOLVENT WELDED JOINTS AND USE ASTM F656 PURPLE PRIMER ANDASTM D2564 CEMENT.4.ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLEWATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35)INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:5.1.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPECONNECTIONS TO ALL STORM SEWER STRUCTURES.5.2.ACCEPTABLE MANUFACTURERS / PRODUCTS:5.3.FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE-DIAMETER WATERSTOPS"5.4.PRESS-SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAl.6.THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH ISDAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWERSERVICE INSTALLATION.7.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIORTO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLYCHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THISSITE DUE TO SANDY SOIL CONDITIONS.8.ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN PROPOSEDWORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY SHALL BE REPLACED IN KIND.9.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL PLAN FOR UTILITY INSTALLATION.TRAFFIC CONTROL SHALL BE INSTALLED PRIOR TO PAVEMENT REMOVAL AND REMOVED AFTERREPLACEMENT OF PAVEMENT IS COMPLETED.10.CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS SHOWN MATCHARCHITECTURAL/MEP DRAWINGS.11.ALL MANHOLES, CATCH BASINS, STORM SEWER PIPES, SANITARY SEWER PIPES, DRAINTILE, ANDOTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER SECTION 609.6.1 MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTEREDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).12.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDETEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING,ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY ORPERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) ASREQUIRED.WSPROPOSED WATER SERVICEPROPOSED SANITARY SERVICEPROPOSED HYDRANTNSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
CJD
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WLWLWLWLWLWLWLWLWLWLWLWLWLWLTWIN LAKES ROAD NW3 -STORY APARTMENT BUILDING B24,024 S.F. (15.7%)(59 UNITS TOTAL)(FIRST FLOOR PARKING)3-LEVEL3-LEVELVVVVVVVVVVVVVVVVVVVVVVVVVV883884885886887888883884885886884885886884
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889888888889 889VV880880881881882882883883884884885886887SVV SVVSVVVVVVVVVVVV|||
||DVVVVVVVVVVVVVV||||||||892891890889887886886888EOF=886.75SFSFSFSFSFSFSF
SFSFSFSFSFSFSFSF
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SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFINSTALL 29 LF OF TEMP. SILT FENCEINSTALL TEMPORARY SEDIMENT FILTERINSTALL TEMPORARY SEDIMENT FILTERINSTALL TEMPORARY SEDIMENT FILTERINSTALL TEMPORARYSEDIMENT FILTER (EA)INSTALL TEMPORARY SEDIMENT FILTER (EA)INSTALL TEMPORARY SEDIMENT FILTERINSTALL TEMPORARYSEDIMENT FILTER (EA)INSTALL TEMPORARYSEDIMENT FILTER (EA)INSTALL 10 LF OF TEMP. SEDIMENT LOGINSTALL 6 LF OF TEMP. SEDIMENT LOGINSTALL 6 LF OF TEMP. SEDIMENT LOGINSTALL 28 LF OF TEMP. SEDIMENT LOGPLACE 11 CY OF RIP RAP CL IVPLACE 10 CY OF RIP RAP CL IVPLACE 8 CY OF RIP RAP CL IIIINSTALL ROCK CONSTRUCTION ENTRANCE/EXITPLACE 2,250 SY OF EROSION CONTROL BLANKETPLACE ±1.67 AC OF SEEDINGPLACE ±1.67 AC OF SEEDINGPLACE ±1.67 AC OF SEEDINGPLACE ±1.67 AC OF SEEDINGPLACE ±1.67 AC OF SEEDINGPLACE ±1.67 AC OF SEEDINGINSTALL 1225 LF OF TEMP. SILT FENCEINSTALL 1225 LF OF TEMP. SILT FENCEINSTALL 1225 LF OF TEMP. SILT FENCEINSTALL 1225 LF OF TEMP. SILT FENCEINSTALL 207 LF OF TEMP. SEDIMENT LOGPLACE 587 SY OF EROSION CONTROL BLANKETINSTALL TEMPORARY SEDIMENT FILTERINSTALL 478 LF OF TEMP. SILT FENCEINSTALL 403 LF OF TEMP. SILT FENCEPLACE 10 CY OF RIP RAP CL IVINSTALL TEMPORARY SEDIMENT FILTERINSTALL 358 LF OF TEMP. SILT FENCEINSTALL TEMPORARYSEDIMENT FILTER (EA)PLACE ±0.02 AC OF SEEDINGPLACE ±0.002 AC OF SEEDINGINSTALL TEMPORARY SEDIMENT FILTERINSTALL 559 LF OF TEMP. SEDIMENT LOGINSTALL 3 LF OF TEMP. SILT FENCEINSTALL 8 LF OF TEMP. SILT FENCEINSTALL 10 LF OF TEMP. SEDIMENT LOGEROSION
EROSION CONTROL PLANC55:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Erosion Control.dwg11/25/2025
SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMPORARY ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.TEMPORARY SEDIMENT FILTER- HIGH FLOWLEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THECONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'SSTORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITSAND COMPLY WITH ALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLEDPRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORMWITH THE STANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THEENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES ORPRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OFDEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATIONAND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THEPOTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLEDAND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF ELKRIVER AND THE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OFANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARERESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSIONCONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BEREMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLEDPRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ANDVEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED ANDMULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCETO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX, MULCHED,FERTILIZED & DISK ANCHORED, PER THE FOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWNON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTORAND DEVELOPER REQUEST.APPROXIMATE EROSION CONTROL DEVICES·SILT FENCE:2,504 LF·BIOLOG:826 LF·ROCK CONSTRUCTION:1 EACH·EROSION CONTROL BLANKET (CAT. 20):2,250 S.Y.·RIP RAP (CLASS III)8 C.Y.·RIP RAP (CLASS IV)31 C.Y.NSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
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FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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SWPPP TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONSPART 1 GENERAL1.01 SECTION INCLUDESA.PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARYSEWERS DUE TO CONSTRUCTION ACTIVITIES.1.02 REFERENCE STANDARDSA.GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTIONACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MNR100001.1.03 PERFORMANCE REQUIREMENTSA.COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION ANDSEDIMENT CONTROL.B.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACECOVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TOOBTAIN APPLICABLE PERMITS.1.OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION.C.TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFOREPRECIPITATION OCCURS.D.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIESCAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE.2.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS.E.SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECTSITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARYSEWERS.1.IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TOOWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVINGJURISDICTION.F.MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEENESTABLISHED.PART 2 PRODUCTS2.01 MATERIALSA.TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS,MILDEW, AND INSECTS; NON-BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMSWITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS:1.AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751.2.PERMITTIVITY: 0.05 SEC^-1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491.3.ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED INACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE.4.TENSILE STRENGTH: 100 LB-F, MINIMUM, IN CROSS-MACHINE DIRECTION; 124 LB-F, MINIMUM, IN MACHINEDIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632.5.ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632.6.TEAR STRENGTH: 55 LB-F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533.7.COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED.8.SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG:a.STEEL U- OR T-SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT.b.SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION.c.HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION.B.TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THEREQUIREMENTS OF MNDOT SPEC. 3897.1.SHALL BE ONE OF THE FOLLOWING.a.SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL.C.TEMPORARY SEDIMENT FILTER.1.SHALL BE ONE OF THE FOLLOWING.a.DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET.1)SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL.(a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS.D.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK.E.TEMPORARY SLOPE EROSION PROTECTION.1.SHALL BE ONE OF THE FOLLOWING.a.EROSION CONTROL BLANKET.1)SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHEDBETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING.2)THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FORBREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON.3)STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U-SHAPED, 11 GAUGE OR HEAVIER STEEL WIREHAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOMAFTER BENDING.4)THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE:(a)GEO-SYNTHETICS, INC., - LANDLOK 52.(b)NORTH AMERICAN GREEN - S150.(c)OR EQUAL.b.BONDED FIBER MATRIX.1)THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OFTHE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BERETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH AWATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE.2)THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE ANDAGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPONREWETTING.3)THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICKADHERING TO THE SOIL SURFACE.4)THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT.5)THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIALTO PLANT LIFE.6)THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATERTHAN 1MM IN SIZE.7)THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TOAPPLICATION.8)THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUMBFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATESHALL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THEPRODUCTS IS USED.9)THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE.(a)ECOAEGIS - MANUFACTURED BY CANFOR.(b)SOIL GUARD - MANUFACTURED BY MAT, INC.(c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC.F.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.NON-WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGHSTRENGTH THREAD.a.SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OREXCEED THE FOLLOWING.1)GRAB TENSILE OF 205 LBS AS PER ASTM D 4632.2)PUNCTURE OF 110 LBS AS PER ASTM D 4833.3)FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491.4)PERMITTIVITY OF 1.5 SEC-1 AS PER ASTM D 4491.5)MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786.6)AOS% OF 80% US SIEVE AS PER ASTM D 4751.2.SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED.3.SHALL BE ONE OF THE FOLLOWING.a.DIRTBAG.1)ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636.b.DANDY DEWATERING BAG.1)DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284.c.OR EQUAL.PART 3 EXECUTION3.01 PREPARATIONA.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.B.THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATERPERMIT NO. MN R100001.C.THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE,AND SUBMIT TO THE MPCA.1.PROVIDE A SIGNED COPY TO THE OWNER.3.03INSTALLATIONA.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THEEGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BEREQUIRED TO ADEQUATELY CLEAN THE TIRES.2.GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOILINTO THE ROCK.B.TEMPORARY SILT FENCES:1.STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873.2.USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUMSPACING.3.EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OFFABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT.4.MINIMUM POST EMBEDMENT.a.STEEL POST = 24 INCHES, MINIMUM.b.WOOD POST = 18 INCHES, MINIMUM.5.DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY,OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST.6.FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING:a.FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14GAGE, 0.083 INCH SHANK DIAMETER.b.FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTHAND 1/2 INCH LONG LEGS.7.FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS.C.TEMPORARY SEDIMENT LOGS:1.PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHERDISTURBED AREA.2.STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FTCENTERS, USING 2 IN BY 2 IN BY3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROLIS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETERCONTROL TO HELP STABILIZE DURING RAIN EVENTS.D.TEMPORARY SEDIMENT FILTERS.1.DROP-IN SEDIMENT TRAP.a.PLACE AS RECOMMENDED BY THE MANUFACTURER.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.F.TEMPORARY SLOPE EROSION PROTECTION.1.PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1V.2.SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPEEROSION PROTECTION.3.BONDED FIBER MATRIX.a.INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUMGUIDELINES.1)THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'SCERTIFIED APPLICATOR.2)APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TOALLOW THE BFM MULCH ADEQUATE TIME TO DRY.3)THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TODEWATER THE FIRST APPLICATION.4)THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS,PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED.5)THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND100% COVERAGE.4.EROSION CONTROL BLANKET.a.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.3.04MAINTENANCEA.INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THATPRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGEDRAINFALL.B.REPAIR DEFICIENCIES IMMEDIATELY.C.TEMPORARY SILT FENCES:1.PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED.2.REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE.3.REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BYRUNOFF OR OTHER CAUSES.D.TEMPORARY CONSTRUCTION EXIT.1.PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED ASVOIDS BECOME FILLED WITH SOIL.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOWRATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE.F.PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE.3.05CLEAN UPA.REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED.B.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO ANACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES.END OF SECTIONGENERAL INFORMATIONTHIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FORSTORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.PROJECT NAME: BRIGGS ER PLATLOCATION: 17379 TWIN LAKES RD NW, ELK RIVER, MN 55330SHERBURNE COUNTYLAT/LONG: 45.28647/-93.54125DESCRIPTION OF CONSTRUCTION ACTIVITY:DEVELOPMENT CONSISTS OF BUILDING CONSTRUCTION, STORMWATER BASINCONSTRUCTION, PAVING, GRADING, UTILITY INSTALLATION, AND TURF ESTABLISHMENT.PROJECT CONTACTSPAT BRIGGS AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THESWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSIONPREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION.SWPPP PREPARATION:SWPPP PREPARER:DYLAN LANNES-BOGART, PEDERSON & ASSOCIATESTRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2026)ADDRESS:13076 FIRST STREETBECKER, MN 53308TELEPHONE:763-262-8822EMAIL;DLANNES@BOGART-PEDERSON,COMOWNER:OWNER CONTACT:PAT BRIGGSADDRESS:P.O. BOX 719, BIG LAKE, MN 55309TELEPHONE:(555)-555-5555EMAIL;PAT@THEBRIGGSCOMPANIES.COMCONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR):BUSINESS NAME___________________________OWNER NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________CONTACT NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________ESTIMATED DATES OF CONSTRUCTION:START DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)COMPLETION DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)PERMANENT STORMWATER DESIGN CALCULATIONS:SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACTBOGART, PEDERSON & ASSOCIATES FOR REPORT. PROPOSED FLOW RATE IS LIMITEDTHROUGH PROPOSED STORMWATER WET DETENTION POND.SOIL GROUP: A/D, ADESCRIPTION OF EROSION CONTROL ACTIVITY:EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENTTHROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTIONENTRANCE PLACEMENT.CUMULATIVE IMPERVIOUS SURFACES:AREA OF DISTURBANCE:4.59ACRESPRE-CONSTRUCTION IMPERVIOUS AREA: 0.66ACRESPOST CONSTRUCTION IMPERVIOUS AREA:2.40ACRESNEW IMPERVIOUS AREA: 1.74ACRESRECEIVING WATERS:STORM WATER FROM THIS SITE WILL BE DISCHARGED TO THE WET DETENTION POND ANDTHEN DIRECTED TO CITY STORM SYSTEM.PLANS AND SPECIFICATIONSTHE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS:·THE PROJECT LOCATION AND CONSTRUCTION LIMITS.·LOCATIONS OF IMPERVIOUS SURFACES.·LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.).·STEEP SLOPE LOCATIONS.·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROLBMP'S TO BE INSTALLED ON THE PROJECT.·THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BEINSTALLED ON THE PROJECT.·IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.TEMPORARY SEDIMENT CONTROL PRACTICESDOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACEPRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS.TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPEDRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THEGRADING OPERATIONS PROCEED.TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA ISTO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THESLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS.INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THEEMBANKMENT SLOPES ADJACENT THE WETLANDS AREA.ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENTCONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCEINSTALLATION ALONG THE TOE OF SLOPE.ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREASARE TO BE STABILIZED WITHIN 7 DAYS.TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONSARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER.A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THEPROJECT ENTRANCE ON TWIN LAKES ROAD NW.STREET SWEEPING OF THE PAVED SURFACES SHALL BE REQUIRED AS DIRECTED BY THEENGINEER.TIMING OF EROSION CONTROL:SILT FENCE AND SEDIMENT LOGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION.RIPRAP AND FILTER BLANKET SHALL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLETPLACEMENT.THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTIONWHEREVER CONSTRUCTION SHALL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS.STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK INTHAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETINGCONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THEDNR.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED.ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHERTEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED.STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREETSWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY.APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESIS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH ORSWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED.INSPECTION AND MAINTENANCE ACTIVITIESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALLOPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENTCONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THEDURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTORSHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONEFINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA.THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION,INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THATINDIVIDUAL IS TO BE IDENTIFIED AT THE PRE-CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTESTHEREOF.THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCEEVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENTGREATER THAN 0.5 INCHES IN 24 HOURS.A INSPECTION FORM SHALL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION ANDSEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THENEXT BUSINESS DAY.PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVEOR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE.TRAINING DOCUMENTATION:SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________POLLUTION PREVENTIONFERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TOMINIMIZE EXPOSURE TO STORMWATER RUNOFF.ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUELOR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF INACCORDANCE TO STATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS ANDSUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND ORSPILLS.PORTABLE SANITARY WASTE FACILITIES ARE TO BE PROVIDED ONSITE AND EMPTIED ON A BI-WEEKLY BASIS.CONCRETE BATCH TRUCKS SHALL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ONTHE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THELOCATION AS PROVIDED BY THE OWNER.FINAL STABILIZATIONFINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM,PERMANENT VEGETATION.ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICEOF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA.LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLANDESCRIPTIONTITLELOCATIONEROSION CONTROL DETAILSCONSTRUCTION DETAILSC7-11EROSION CONTROL LOCATIONSEROSION CONTROL LOCATIONSC524 HOUR MPCA EMERGENCY NOTIFICATION:TELEPHONE NUMBERS:651-649-5451800-422-0798ESTIMATED QUANTITIES:THE FOLLOWING QUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROLBMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTAPOLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANYADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT:ITEM UNIT ESTIMATED INITIAL QUANTITYTEMPORARY CONSTRUCTION ENTRANCEEA1TEMPORARY SEDIMENT FILTEREA19TEMPORARY CONCRETE WASHOUTEA1TEMPORARY PUMP SEDIMENT CONTROL DEVICEEA-TEMPORARY SEDIMENT LOGSLF826TEMPORARY SILT FENCELF2,504EROSION CONTROL BLANKET (CAT. 20)SY2,250STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:SWPPP NARRATIVEC65:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\CoverSWPPPDetails.dwg11/25/2025
DESCRIPTIONDATENO.
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FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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NMISSISSIPPI RIVER(IMPAIRED STREAM)IMPAIRED WATERS MAP1 MILE RADIUSSITE LOCATION1 MI0.5 MIPage 89 of 97
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FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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NCONCRETE B-612 CURB & GUTTERN.T.S.3/4" PER FT.3/8"313"RBASETOP BIT. MAT3/4" PER FT.31BASE1/2" R3" R3" RTOP BIT. MAT3" R1/2" R1/2" RAGGREGATE BASE AS PERADJACENT PAVEMENT SECTIONAGGREGATE BASE AS PERADJACENT PAVEMENT SECTION7"12"8"7-1/2"6"13-1/2"6"7"12"8"7-1/2"6"13-1/2"6"Page 90 of 97
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DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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N1.THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND ANDSHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES.2.SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS.12"10" DIA. SEDIMENT LOGCOMPACTED SOIL TOPREVENT PIPINGSEDIMENT-LADEN RUNOFFSTAKED AND ENTRENCHED 10" DIA.SEDIMENT LOGFILTERED RUNOFFEROSION CONTROLBLANKETSEDIMENT FILTER LOG INSTALLATIONN.T.S.Page 91 of 97
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DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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NCCAB AB8.1.4.3.6.7.5.2.EROSION CONTROL MATTING (FOR POND)N.T.S.WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLYSEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVERCOMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATELOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACHOF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. TM12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THECOLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.CRITICAL POINTSA.OVERLAPS AND SEAMSB.PROJECTED WATER LINEC.CHANNEL BOTTOM/SIDESLOPE VERTICESNOTE:* HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF NECESSARY TO ALLOW STAPLES TOSECURE THE CRITICAL POINTS ALONG THECHANNEL SURFACE.** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLEOR STAKE LENGTHS GREATER THAN 6" (15 cm) MAYBE NECESSARY TO PROPERLY ANCHOR THEBLANKETS.6"(15 CM)6"(15 CM)15 CMNOTE:1. L= DIMENSIONS AS SHOWN ON PLANSCENTER OF STRIPE TO CENTER OFSTRIPE2. STRIPE WIDTH SHALL BE 4" WIDE.3. STRIPING ADJACENT TO ACCESSIBLE PARKING SPACES SHALL BE BLUE.24"NOPARKING96" MIN.96" MIN.FOR VAN ACCESS96" MIN.4" PAINTED STRIPING 1'-6"O.C. AT 45° (BLUEREFLECTIVE)'BLUE' MARKINGADJACENT TOACCESSIBLEPARKINGFACE OF WALK ORCURB'WHITE' MARKING216" MIN.6'-0"5'-0"6'-0"SLOPE UP1:12 MAXSLOPE UP1:12 MAXACCESSIBLE PARKING SPACE AND HANDICAP RAMPN.T.S.TAPER AND OPENING WIDTHS AS SHOWN ON THE PLANS8.3%
MAX8.3%
MAX0%2%2%2%2%PEDESTRIAN RAMP - TYPE 2 N.T.S.TAPEROPENING
TAPEREMERGENCY OVERFLOW WEIR DETAILN.T.S.PLAN OVERFLOWELEVATIONGEOTEXTILE FILTER FABRICMN/DOT 3733, TYPE 3MN/DOT 3601 CL 3 RIPRAP4'8'8'18"REFER TO GRADING PLANREFER TO PLANSAABBSECTION ASECTION BPLAN60IN8IN8INT.O.W.=886.004INWALL REINFORCINGNOT SHOWN INSECTION A AND PLANVIEW FOR CLARITY60INWALL REINFORCINGNOT SHOWN INSECTION A AND PLANVIEW FOR CLARITYINV=882.00T.O.W.=886.00INV=884.00DIR OF FLOW1/2IN DIA REINFORCEDSTEEL SPACED AT 12INON CENTER EACH WAYPOND SKIMMER GRATEHAALA INDUSTRIES, INC; OR EQUALDRILL INTO SLAB 4-12IN & FASTEN W/HILTI HIT-RE 500-SD INJECTIONADHESIVE6"1/2IN DIA DOWEL x 24INSPACED AT 12IN ON CENTER.DRILL INTO WALL 4-1/2IN &FASTEN WITH HILTI HIT-RE500-SD INJECTION ADHESIVESTORMWATER CONTROL STRUCTURE 201 OCSN.T.S.INV=882.00DIR OF FLOWLOW RIM=886.00INV=884.00NON-SHRINK GROUTNORMAL WATERLEVEL=884.00INV=882.006" CIRCULAR ORIFICEHIGH RIM=887.00Page 92 of 97
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DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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NPage 93 of 97
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REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
CJD
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NPage 94 of 97
WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL
WLWLWLWL
WLWLWLWLWLWLWLWLWLWLWLWLWLTWIN LAKES ROAD NW3 -STORY APARTMENT BUILDING B24,024 S.F. (15.7%)(59 UNITS TOTAL)(FIRST FLOOR PARKING)3-LEVEL3-LEVELVVVVVVVVVVVVVVVVVVVVVVVVVV883884885886887888883884885886884885886884
885
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889888888889 889VV880880881881882882883883884884885886887SVV SVVSVVVVVVVVVVVV|||
||DVVVVVVVVVVVVVV||||||||892891890889887886886888EOF=886.752 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA2 - EGA1 - EGACALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE REQUIREMENTS:PER CITY OF ELK RIVER ZONING ORDINANCE:ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THEFOLLOWING STANDARDS AND CRITERIA:A.ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE:POTTED/BARE ROOTOR BALLED & BURLAPPEDSHADE TREES2-INCH DIAMETERHALF TREES1-1/2 INCH DIAMETEREVERGREEN6 FEET HIGHTALL SHRUBS & HEDGE MAT.6 FEET HIGHLOW SHRUBS - DECIDUOUS24 - 30 INCHES -EVERGREEN24 - 30 INCHES -SPREADING EVERGREENS18 - 24 INCHESB.LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FORTWO (2) FULL YEARS FROM THE TIME PLANTING HAS BEEN COMPLETED.ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE ENDOF THE GUARANTEE PERIOD OR BE REPLACED.(SEE CITY ORDINANCE FOR FULL REQUIREMENTS)LANDSCAPE LEGEND:PROPOSED CONCRETE PAVEMENTPROPOSED BITUMINOUS PAVEMENTPROPOSED CONCRETE SIDEWALKPROPOSED TURF ESTABLISHMENTLANDSCAPE NOTES:1.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTOREDAND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALLBE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING ISCOMPLETED IN ACCORDANCE TO MN/DOT 2575.2.PLANTING SOIL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECTLOAMY TOPSOIL, 33% PEAT MOSS, 33% PIT RUN SAND.3.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEEDMIX, MULCHED, & DISK ANCHORED, PER THE FOLLOWING SCHEDULE:SEED MIX 25-131: 220 LB/AC.MULCH TYPE 3: 2 TONS/AC.PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED SHRUBPROPOSED DOUBLE SHREDDED BROWN MULCHTREE PLANTING DETAILN.T.S.PRUNE DEAD ANDBROKEN BRANCHES4" DEEP SHREDDED MULCHOVER LANDSCAPE FABRICPLANTING SOILDRAINAGE MOUNDSHRUB PLANTING DETAILN.T.S.MULCH AT SIDEWALK DETAILN.T.S.MULCH AT SEEDED AREA DETAILN.T.S.2" MIN.4" TYP.MULCHFILTER FABRICMIRAFI OR EQUALCONCRETE SIDEWALKPLANTING SOILDEPTH VARIES2" MIN.4" TYP.MULCHFILTER FABRICMIRAFI OR EQUALSEEDED AREAPLANTING SOILDEPTH VARIESPOLY EDGING12" SPIKELANDSCAPE PLANC12 3-GUY CABLES DOUBLESTRAND 14GA. WIRESEVERY 120°18" MIN.MULCH SHALL NOT BE INCONTACT WITH TREETRUNK4" DEEP SHREDDEDMULCHROOTBALLPLANTING SOILPRUNE DEAD ANDBROKEN BRANCHESGUYING PLAN16" POLY STRAP1 1/2" WIDEONE FLAG PER WIREREMOVE ROPE AND BURLAP FROMUPPER 1/3 OF ROOTBALLMACHINE EDGE V-DITCH AROUNDALL TREES IN SODDED AREAS3-GUY STAKES AT 120° SPACING2"X2"X24" WOOD STAKEPREPARE AREA 3 TIMES THEWIDTH OF ROOTBALL5:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Landscaping.dwg11/25/2025
NSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
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FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL
WLWLWLWLWLWLWLVVVVVVVVVVVVVVVVVV883884885886887888883884885886884885886884
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889888888889 889VV880880881881882882883883884884885886887SV SVVSVVVVVVVVV||
||DVVVVVVVVVV|250.0'250.0'250.0'250.0'EXISTING HYDRANTEXISTING HYDRANTPROPOSED HYDRANTEXISTING HYDRANTAPPROXIMATE LOCATION|||||892891890889887886886888EOF=886.75FIRE PLAN
FIRE PROTECTION PLANC135:49 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Grading.dwg11/25/2025
250' HYDRANT RADIUSLEGEND:PROPOSED/EXISTING HYDRANTNSCALE:0'40'80'1"=40'DESCRIPTIONDATENO.
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DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
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WLWLWLWLWLWLWLWLWLWL240.0'285.0'CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SIGHT DISTANCE PLANC145:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Sight Distance.dwg11/25/2025
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CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
BRIGGS ELK RIVER PLAT
City of Elk River, Sherburne County, MN
11/25/2025
24-0290.00
CJD
DML
MJM
NO
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F
O
R
C
O
N
S
T
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