2025.01.13 - Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Crystal Planning Commission Agenda Summary
Monday, January 13, 2025
7 p.m.
Crystal City Hall and Zoom Video Conference
Zoom call information: https://go.crystalmn.gov/Jan13 (meeting ID is 880 0872
0019 and password is 414141) or call-in toll free at 888-475-4499
1. Call to Order
2. Approval of Minutes*
a. Tuesday, November 12, 2024 meeting minutes
3. Public Hearing*
a. Subdivision and Variance request from Terra Development to create new
residential lots at 3120 Douglas Drive North (Application Number 2025-01)
4. Old Business - None
5. New Business*
a. Election of Officers
1) Chairperson
2) Vice-Chairperson
3) Second Vice-Chairperson
6. General Information
a. City Council actions on previous Planning Commission items: Site plan
approval at 5120 – 56th Ave. N., and UDC amendments related to cannabis
requirements.
b. Update from Council liaison
c. Staff preview of likely agenda items for Monday, February 10, 2025 meeting
7. Open Forum
8. Adjournment
* Items for which supporting materials are included in the meeting packet
Page 1 of 2
CRYSTAL PLANNING COMMISSION
DETAILED AGENDA
Monday, January 13, 2025 at 7:00 p.m.
Council Chambers, Crystal City Hall
Commissioners, please call 763.531.1142 or
email dan.olson@crystalmn.gov if unable to attend
* Items for which supporting materials are included in the meeting packet
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at ______ p.m. with
the following members present:
Commissioner (Ward 1)
Sears [Vice Chair]
Commissioner (Ward 2)
Selton
Commissioner (Ward 4)
Einfeldt-Brown [Sec. Vice
Chair]
Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Sumnicht
Commissioner (Ward 4)
Johnson [Chair]
Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Scholz
2. APPROVAL OF MINUTES *
Moved by _______________ and seconded by _______________ to approve the
minutes of the November 12, 2024 regular meeting with the following exceptions:
Motion carried.
3. PUBLIC HEARING*
a. Subdivision and variance request from Terra Development to create new residential
lots at 3120 Douglas Drive North (Application Number 2025-01)
Staff presented the following:
The following were heard:
Page 2 of 2
Planning Commission discussion:
Moved by _______________ and seconded by _____________ to recommend ______
to the City Council of the subdivision and variance request.
Motion carried.
4. OLD BUSINESS – None
5. NEW BUSINESS*
a. Election of Officers
1) Chairperson
2) Vice-Chairperson
3) Second Vice-Chairperson
6. GENERAL INFORMATION
a. City Council actions on previous Planning Commission items:
▪ Site plan approval at 5120 – 56th Avenue N.
▪ Cannabis amendments in the Unified Development Code
b. Update from Council Liaison
c. Staff preview of likely agenda items for Monday, February 10, 2025 meeting:
7. OPEN FORUM
8. ADJOURNMENT
Moved by _____ and seconded by ______ to adjourn.
Motion carried.
The meeting adjourned at ______ p.m.
Unapproved Planning Commission Minutes – November 12, 2024
CRYSTAL PLANNING COMMISSION
MINUTES
Tuesday, November 12, 2024 at 7:00 p.m.
Council Chambers, Crystal City Hall
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the
following members present:
X Commissioner (Ward 1)
Sears [Vice Chair]
Commissioner (Ward 2)
Selton
Commissioner (Ward 4)
Einfeldt-Brown [Sec. Vice
Chair]
X Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Sumnicht
X Commissioner (Ward 4)
Johnson [Chair]
X Commissioner (Ward 2)
Strand
X Commissioner (Ward 3)
Buck
X Commissioner (At-
Large) Scholz
Other attendees: City planner Dan Olson, Community Development Director John
Sutter, City attorney Rachel Tierney, Klever Sanchez Miranda and Bill McCrum
representing 5120 – 56th Avenue N., and other interested persons.
2. APPROVAL OF MINUTES
Moved by Heigel and seconded by Sears to approve the minutes of the August 12,
2024 regular meeting.
Ayes: All. Abstain: Buck. Nays: None.
Motion carried.
3. PUBLIC HEARINGS
a. Site plan request from Klever Sanchez Miranda for a building addition at 5120 – 56th
Avenue North (Application number 2024-06)
Planner Olson presented a summary of the staff report and stated he is recommending
approval of the site plan application.
Commission member Buck asked if stormwater will drain into the pond across the
street. Bill McCrum, project architect, described the stormwater improvements for the
property. He said stormwater will eventually end up in the city’s stormwater system. He
also described proposed roof drains.
Chair Johnson asked about impact on the airport. Planner Olson said that building
height limits meet the city’s requirements.
Unapproved Planning Commission Minutes – November 12, 2024
Commission member Strand asked if there is a fence along the airport property. Planner
Olson said there is a chain-link fence around the airport.
Commission member Heigel asked about relocating the utility pole. Mr. McCrum said
they will underground the electric service to the neighbor to the west after the pole is
removed.
Chair Johnson opened the public hearing. Seeing no one who wished to speak, Chair
Johnson closed the hearing.
Moved by Strand and seconded by Buck to recommend approval to the City Council of
the site plan application with the conditions in the staff report.
Ayes: All. Nays: None.
b. Cannabis requirements added to the Unified Development Code (Application number
2024-07)
City attorney Tierney presented a summary of the staff report for the UDC
amendments.
Commission member Sears asked if the UDC amendments approved in June, 2024 are
prompting these recent amendments. Ms. Tierney said that the previous amendments
were to institute buffers, as they are allowed to by state law, but these proposed
amendments are required by state law.
Planner Olson asked if the city is required to allow cannabis or hemp industrial
businesses in the commercial district or can they just be allowed in the industrial district.
The reason is that industrial uses are typically not allowed in the commercial district.
Ms. Tierney said as long as there are available industrially-zoned properties that can
accommodate that use, there is no state law requirement to allow it in the commercial
district. After discussing this proposal, the Commission decided to recommend that use
only be allowed in the industrial district.
Chair Johnson opened the public hearing. Seeing no one who wished to speak, Chair
Johnson closed the hearing.
Moved by Strand and seconded by Sears to recommend approval to the City Council of
the cannabis related amendments in the Unified Development Code with the change to
cannabis or hemp industrial businesses only being allowed in the industrial district.
4. OLD BUSINESS - None
5. NEW BUSINESS – None
6. GENERAL INFORMATION
Unapproved Planning Commission Minutes – November 12, 2024
• City Council actions on previous Planning Commission items: Planner Olson said
the rezoning for the twin home development at 6205-6219 – 36th Avenue N. was
approved by the City Council.
• Update from Council Liaison: Council liaison Taji Onesirosan was not present at the
meeting.
• Staff preview of likely agenda items for Monday, December 9, 2024 meeting.
Planner Olson said the application deadline was today and he did not receive any
applications, making a December meeting unlikely.
7. OPEN FORUM
Mr. Sutter provided information regarding the construction status of past development
projects reviewed by the Planning Commission.
Commission member Heigel asked who will be enforcing the new cannabis ordinance
being adopted this year. Ms. Tierney said that most of the enforcement will be by the
state, but the city will be doing compliance checks.
8. ADJOURNMENT
Moved by Strand and seconded by Buck to adjourn. Ayes: All. Nays: None
Motion carried.
The meeting adjourned at 7:56 p.m.
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 1 OF 9
____________________________________________________________________________
FROM: Dan Olson, City Planner
____________________________________________________________________
TO: Planning Commission (for January 13 Meeting)
DATE: January 7, 2025
RE: PUBLIC HEARING – Variance and subdivision request (Preliminary
Plat) from Terra Development for Joes Woods at 3120 Douglas Drive
North (Application Number 2025-01)
A. BACKGROUND
Terra Development, who has recently purchased the property at 3120 Douglas
Drive N., is proposing a preliminary plat application to replat the lot into four
residential lots. The northern lot will contain the existing home, the two middle
lots will contain new two-family dwellings, and the southern lot will contain a new
single-family home. The applicant is also requesting variance approval to the lot
width and front building setback requirements for these lots. The property is
zoned Low Density Residential (R-1).
Notice of the January 13 public hearing was published in the Sun Post on
January 2, mailed to owners and renters within 500 feet (attachment A) and
posted to all neighborhoods on Nextdoor. A sign was also posted on the
property.
Attachments:
A. Site location and public hearing notice mailing map
B. Existing zoning map
C. Project narrative
D. Property photos
E. PowerPoint
F. Proposed Joes Woods preliminary plat (10 sheets)
PLANNING COMMISSION STAFF REPORT
Proposed Joes Woods Preliminary Plat
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 2 OF 9
2024 Aerial Photo:
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 3 OF 9
B. PROPOSED PROPERTY SUBDIVISION
Neighborhood meeting
The applicant held a neighborhood open house on December 11, 2024, which
was attended by three area residents, two City Council members, and the city
planner. The purpose of the meeting was to provide information on the proposed
lot split to nearby property owners and renters. Attendees asked questions
about proposed home values and timing of construction.
Existing use
The property contains a single-family home, with a detached garage, constructed
in 1920.
Adjacent uses
The following are the existing land uses and zoning districts surrounding this
property:
• North. Single family home, zoned Low Density Residential (R-1)
• East. Bassett Creek Park, zoned R-1
• West. Across Douglas Drive N, single family homes, zoned R-1
• South. Single-family home, zoned R-1
Proposed use
The applicant is proposing to subdivide the lot into four lots. The northern lot will
contain the existing home which will remain. The middle two lots will each be
used for construction of new two-family dwellings (duplexes or double
bungalows). The southern lot will be used for construction of a new single-family
home. The applicant will sell the new vacant lots to home builders. The existing
home on lot 1 will be sold by Terra, which may or may not renovate it before the
sale.
Because the plat abuts a county roadway (Douglas Drive N.), county staff has
requested an additional 7 feet of street right-of-way for possible future expansion
of the roadway or a pedestrian trail.
Parcel Area Details
38, 786 sq. ft. (0.9 acres) - Total area to be replatted as follows:
➢ 8,284 sq. ft. (0.2 acre) Lot 1 (existing 3120 Douglas Dr. N)
➢ 11,198 sq. ft. (0.26 acre) Lot 2 (new 3112-3110 Douglas Dr N)
➢ 11,096 sq. ft. (0.25 acre) Lot 3 (new 3106-3104 Douglas Dr N)
➢ 6,356 sq. ft. (0.15 acre) Lot 4 (new 3100 Douglas Dr. N)
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 4 OF 9
Subdivision design features
The proposed plat would be named Joes Woods. The following are the notable
design features of this subdivision:
1. Zoning Requirements
• Building setbacks. The applicant is requesting variances to reduce the
minimum front building setback for all four lots from 30’ to 26’. The existing
home is currently located 33’ from the front property line. Due to the
dedication of 7’ of additional Douglas Drive right-of-way, the front setback
of the existing house will be reduced to 26’. The variance will make the
existing home conform to the required front setback and also allow future
dwellings in lots 2, 3, and 4 to be constructed in-line with the existing
home.
The mailed public hearing notice indicated that the variance would
reduce the front setback by 7’, from 30’ to 23’. This was based on
an assumption that the existing home’s setback was 30’. The
applicant subsequently confirmed that the existing home is 33’ from
the front property line, meaning that the necessary variance would
only reduce the setback by 4’, from 30’ to 26’. The applicant has
amended their application to request a variance reducing the front
setback to 26’.
The existing and proposed homes will meet the required 30-foot minimum
rear setback. Side setbacks will be controlled by the proposed five foot
drainage and utility easements. No part of the homes, including eaves,
may be located within a drainage and utility easement.
• Lot size and area. The following table describes requirements for lot area,
width and depth.
Lot Number Area Req. Lot Width Req. Lot Depth Req.
1
Exceeds minimum
of 6,000 sq. ft.
Exceeds minimum
of 50’
Exceeds minimum
of 100’
2 Exceeds minimum
of 10,000 sq. ft.
Requesting
variance to reduce
lot width to 78.3’
from req. 80;
Exceeds minimum
of 100’
3 Exceeds minimum
of 10,000 sq. ft.
Requesting
variance to reduce
lot width to 78.3’
from req. 80’
Exceeds minimum
of 100’
4 Exceeds minimum
of 6,000 sq. ft.
Exceeds minimum
of 50’
Exceeds minimum
of 100’
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 5 OF 9
• Residential density. The area included in Joes Woods has a required
maximum gross density of no more than six units per gross acre which
includes street right-of-ways in the density calculation. In the case of Joes
Woods gross density is calculated as follows:
• 38,786 sq. ft – Total area to be replatted
• 7,938 sq. ft. – The portion of Douglas Drive east of the centerline.
• 46,724 sq. ft - Gross area
• Divide by 6 units = 7,787 sq. ft./unit
• 43,560 aq. ft.(1 acre) divided by 7,787 sq. ft. unit
• = 5.6 units per acre
2. Street and Pedestrian Access
• Street access. All lots will have driveway access to Douglas Drive N.
• Pedestrian connections. There is an existing public sidewalk along
Douglas Drive N.
3. Utilities. Utility service connections for the new homes will be to existing water
and sewer mains in Douglas Drive N. If the existing water and sewer services
are not operational, Terra will install new services. There is an existing
overhead private utility line along Douglas Drive N. New drainage and utility
easements are dedicated with this new plat. New private utility services to the
new homes, such as Xcel Energy, Century Link and Comcast, will be buried
underground.
4. Grading, Drainage and Erosion Control. The city does not require a
stormwater management plan for properties that are one acre or less in size.
The proposed site design incorporates a stormwater basin in each of lots 2, 3,
and 4. The site will be graded such that runoff from larger storm events would
be directed away from neighboring structures. During home construction the
city will require erosion control techniques to be used on-site including silt
fences, wattle logs, and a rock construction entrance.
The applicant had a wetland delineation report completed and the report
concluded that there are no wetlands on the property. The property is not in
the floodplain.
5. Landscaping. The UDC requires the builder to plant one new tree in the front
yard of each new home. In addition, the city’s tree replacement requirements
mandate that 7 additional trees be planted on the property to replace two
larger trees on the property, an Oak and a Hackberry, that are being
removed. Other trees, such as Ash, Boxelder, and Cottonwood, can be
removed without replacement because they are not on the city’s approved
tree species list.
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 6 OF 9
6. Park dedication. The UDC requires a payment of $1,000 per new net
residential unit created, for a total fee of $5,000. This park dedication fee
would be paid by the applicant prior to the release of the plat by the city for
county recording.
C. RECOMMENDED FINDINGS
Subdivision criteria.
The following are the relevant criteria for approval of subdivisions in city code
section 510.25.
1. The proposed subdivision must be in compliance to the provisions of this
UDC.
Findings: If the variances to the lot width and front building setback
are approved by the City Council, the proposed subdivision will meet
UDC requirements.
2. The proposed subdivision must be in accordance with the objectives of the
city’s comprehensive plan.
Findings: The proposed subdivision meets the density requirements
of the low density residential land use category.
3. The physical characteristics of the site, including but not limited to,
topography, vegetation, susceptibility to erosion and sedimentation,
susceptibility to flooding, water storage and retention, must be such that
the site is suitable for the type of development of uses contemplated.
Findings: The characteristics of the site are conducive to the
construction of new single-and two-family homes.
Variance Criteria.
The following are the relevant approval criteria for variances as outlined in city code
section 510.33, followed by staff response:
a) Variances shall only be permitted when they are in harmony with the
general purposes and intent of the official control and when the terms of
the variances are consistent with the comprehensive plan.
Findings: The intent of the city’s zoning ordinance is to provide for
regulations to promote orderly development that allows for adequate
access to light, air, and convenient access to property. The approval
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 7 OF 9
of a variance to reduce the lot width for the two-family lots and to
reduce the front building setbacks will not impede access to
adequate light or air for adjacent properties or for the existing home.
If the variance is approved, the existing and proposed single-and
two-family homes will continue to be in conformance to the
Comprehensive Plan’s Low Density Residential future land use
designation.
b) Variances shall only be permitted when the City Council finds that strict
enforcement of specific provisions of this section would create practical
difficulties due to circumstances unique to a particular property under
consideration. Practical difficulties, as used in connection with the
granting of a variance, means that the property owner:
1) proposes to use the property in a reasonable manner not
permitted by an official control; and
2) the plight of the landowner is due to circumstances unique to
the property not created by the landowner; and
3) the variance, if granted, will not alter the essential character
of the locality.
Findings:
The use of the subject property for single-or-two family homes is a
reasonable use for the property.
Lot width variance. Approval of this variance for lots 2 and 3 is
appropriate for the following reasons:
➢ It is atypical for a subdivision request to have an existing
home that will be preserved. The existing home has a lot width
that is 8’ wider than the minimum required lot width so that the
home can meet the city’s requirement that no part of the home
is located within the 5’ wide easement along the lot’s southern
property line. Because of the wider width for the existing
home, the two middle lots are reduced to 78.3’ instead of the
required 80’.
➢ The preservation of the existing home minimizes changes to
neighborhood character.
Front setback variance. Approval of the variance to reduce the front
setback for all four lots is appropriate for the following reasons:
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 8 OF 9
➢ The approval of the variance means that the city recognizes
the reality that the existing home would easily comply with the
front setback if an additional 7’ of right-of-way had not been
requested by Hennepin County for the Joes Woods
subdivision.
➢ For the future homes on lots 2, 3, and 4, the variance will allow
homes that are constructed to the same setback as the
existing home, minimizing changes to neighborhood
character.
c) Economic considerations alone do not constitute practical difficulties.
Findings: The applicant has expressed that the reason for the
variance is to be able to retain the existing 1920s house, creating
the necessity for reduced widths for lots 2 and 3. The dedication of
additional street right-of-way by Hennepin County necessitates the
front setback variances. Therefore economic considerations alone
are not the sole reason for this variance request.
D. REQUESTED ACTION
The Planning Commission is being asked to make a recommendation to the City
Council to either deny or approve the Joes Woods subdivision and variances for
the proposed new residential lots at 3120 Douglas Drive North. This
recommendation should include findings of fact either for or against the proposal.
The Commission may reference the findings for approval in sections C and D
above. Staff is recommending approval of the Joes Woods preliminary plat and
variances with the following conditions:
1. Variances. The approved variances are as follows:
a. The minimum lot width for lots 2 and 3 is reduced from 80’ to 78.3’.
b. The minimum front principal building setback for all four lots is reduced
from 30’ to 26’.
2. Release of final plat. Prior to the release by the city of the final plat document
for recording at Hennepin County, the applicant shall pay a $5,000 park
dedication fee.
3. Overhead utilities. If the overhead utility lines on the property are relocated or
extended, the lines shall be buried underground. New private utilities, such as
Xcel Energy, Center Point Energy, or Comcast shall be buried underground.
Under no circumstances shall additional overhead utilities be installed,
whether main lines, feeder lines or service lines to the new houses.
2. Compliance. Development of the plat is subject to the applicable requirements of
the Crystal City Code. The applicant is required to comply with all applicable
federal, state, and local laws, rules, regulations, and ordinances in developing the
JOES WOODS – PRELIMINARY PLAT APPLICATION
PAGE 9 OF 9
plat and is required to obtain such other permits and permissions as may be
required.
3. No Waiver. Failure by the City to take action with respect to any violation of any
condition, covenant or term of this plat approval shall not be deemed to be a waiver
of such condition, covenant, or term or any subsequent violation of the same or any
other condition, covenant, or term.
4. Binding Effect. The conditions placed on this preliminary approval are binding on
the applicant, its successors and assigns, shall run with the property, and shall not
in any way be affected by the subsequent sale, lease, or other change from current
ownership. The obligations of the applicant under this approval shall also be the
obligations of the current and any subsequent owners of the property.
5. Acceptance of Conditions. Utilization of the property for any of the uses
allowed by this preliminary approval shall automatically be deemed
acceptance of, and agreement to, the terms and conditions without
qualification, reservation, or exception
City Council Action - not yet scheduled
The applicant’s title company is working on some title issues which will need to
be resolved before the City Council takes action on the subdivision and variance
request. Because the title issues are unrelated to determining whether the
subdivision and variances are in conformance with the Unified Development
Code, the Planning Commission is asked to make its recommendation with the
understanding that City Council action will not occur at the next Council meeting
on January 21.
Site Location and Public Hearing Notice Mailing Map
3120 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
3120 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
CIVIL SITE GROUP, INC.
5000 GLENWOOD AVENUE INFO@CIVILSITEGROUP.COM
GOLDEN VALLEY, MN 55422 CivilSiteGroup.com
3120 Douglas Drive N, Crystal, MN
Subdivision Application – Project Narrative
PID: 2111821320032
December 16, 2024
Project Narrative
This project is the subdivision of an existing single family lot into four separate lots. The existing house
and garage on 3120 Douglas Drive N. is proposed to remain with three additional new lots. The property
is 0.89 acres.
The property is currently zoned R1 – Low Density Residential. The existing zoning will be maintained
with the subdivision.
The project is requesting two variances for this subdivision. One variance will be to allow Two-Family
Dwellings on two of the lots that will be less than the required 80’ lot width. The other variance will be
to reduce the front yard setback from 30’ to 26’. The reason for the request to reduce the required lot
width for Two-Family Dwellings is because we are proposing to keep the existing house and garage.
The house and garage is at a location where it is requiring a larger lot width than the minimum
necessary, which is reducing the remaining width on the property which is required to provide the full
80’ width. The reason for the request to reduce the front yard setback from 30’ to 26’ is because
Hennepin County has requested either 7’ of a trail easement or 7’ of right-of-way along Douglas Drive
to accommodate a future trail through this area. By keeping the required setback at 33’ from the original
property line (or 26’ from the new property line), this will allow the proposed houses to be set a similar
depth from the street as the majority of the houses on Douglas Drive and to reduce the amount of soil
that is going to be required to build these houses. Preliminary discussions with City staff have indicated
that they would be in support of the proposed variances.
A neighborhood meeting was held on December 11, 2024 to get feedback from the neighborhood prior
to making a formal application to the City. This meeting was not required, but allowed the neighborhood
to provide feedback on the subdivision proposal. The only attendees of the neighborhood meeting were
two council members and two property owners in the area. Both property owners implied that they were
supportive of the project. Both owners also appeared to support the variances requested.
This subdivision will fit in with the character of the neighborhood and will bring multiple new families
to the City of Crystal. This project should have positive impacts to neighboring property values, and will
be a benefit to the City of Crystal for decades to come.
Sincerely,
David Knaeble
Attachment C
CIVIL SITE GROUP, INC.
5000 GLENWOOD AVENUE INFO@CIVILSITEGROUP.COM
GOLDEN VALLEY, MN 55422 CivilSiteGroup.com
The proposed property will consist of the following:
Lot 1, Block 1
Lot Area = 8,284 SF
Lot Width = 57.96 FT
Lot Depth = 143.01 FT
Front Setback = 26.0 FT (Variance Request – 30 FT Required)
Lot 2, Block 1
Lot Area = 11,198 SF
Lot Width = 78.31 FT (Variance Request to allow Two-Family Dwelling – 80 FT Required)
Lot Depth = 143.01 FT
Front Setback = 26.0 FT (Variance Request – 30 FT Required)
Lot 3, Block 1
Lot Area = 11,096 SF
Lot Width = 78.31 FT (Variance Request to allow Two-Family Dwelling – 80 FT Required)
Lot Depth = 143.01 FT
Front Setback = 26.0 FT (Variance Request – 30 FT Required)
Lot 4, Block 1
Lot Area = 6,356 SF
Lot Width = 50.06 FT
Lot Depth = 127.01 FT
Front Setback = 26.0 FT (Variance Request – 30 FT Required)
CIVIL SITE GROUP, INC.
5000 GLENWOOD AVENUE INFO@CIVILSITEGROUP.COM
GOLDEN VALLEY, MN 55422 CivilSiteGroup.com
Variance Narrative Discussion
1.Zoning District
R1 – Low Density Residential
2.Existing use of the property
The property is currently a single family home.
3.Proposed use of the property
The property will be subdivided into four lots. One lot will have the existing home and three new
lots will be created to allow the construction of new single family or two-family homes.
4.What code section are you requesting a variance from?
Lot Width Variance for Two-Family Dwellings: 520.03.-Subd. 2.a
Variance request is to allow Two-Family Dwelling on lot that has a width of 78.3 FT when 80 FT
is required.
Front Setback Variance: 520.03.-Subd. 2.a
Variance request is to allow a front setback of 26 FT when 30 FT is required.
5.Describe how the variance request is in harmony with the general purposes of the unified
development code.
Lot Width Variance for Two-Family Dwellings: This variance is in harmony with the general
purposes of the unified development code because the code currently allows Two-Family
Dwellings on property that is 80 feet wide. The proposed property width for two of the lots is
78.3 feet wide which is a minor request.
Lot Width Variance for reduced Front Setback: This variance is in harmony with the general
purposes of the unified development code because the variance would keep the proposed homes
setback the same distance from the street as all of the other houses on Douglas Drive in this area.
The variance is only required because the County is requesting 7 feet of additional right-of-way
for a future trail.
6.Describe how the proposed variance is consistent with the Comprehensive Plan, such as the
planned use map.
The proposed variance for this property is consistent with the Comprehensive Plan because the
property is maintaining its current planned use. This property is currently guided as Single
Family and will remain that way if approved.
CIVIL SITE GROUP, INC.
5000 GLENWOOD AVENUE INFO@CIVILSITEGROUP.COM
GOLDEN VALLEY, MN 55422 CivilSiteGroup.com
7. Describe the unique circumstances of the property that create a need for a variance.
Lot Width Variance for Two-Family Dwellings: The proposed project is planning on keeping the
existing home and garage, which provides the City of Crystal with an additional relatively
affordable home. The property is wide enough that the house could be demolished and the
property could be platted without the variance to accommodate two lots that are 80 feet wide, but
this minor variance allows the home to stay.
Lot Width Variance for reduced Front Setback: The reason that the setback variance is being
requested is to allow the existing and new homes to be setback the same distance from the street
as all of the adjacent houses along Douglas Drive on this block. The only reason the variance is
needed is because Hennepin County is requesting 7’ of either a trail easement or 7’ of additional
right-of-way to accommodate a future trail. The variance is also being requested because of the
unique circumstance that this property is at an elevation below the existing street. To build this
property up will require dirt to be brought in, and the additional setback would require
unnecessary amounts of additional dirt.
8. Describe how granting a variance will not change the essential character of the
surrounding area.
The proposed variance will not alter the essential character of the neighborhood as this area is all
currently zoned the same. These new lots will fit in with the existing houses along Douglas
Drive.
Existing home
Attachment D
Looking south to the
wooded area
Planning Commission Meeting
January 13, 2025
Public Hearing
Preliminary plat and variance for
Joes Woods subdivision at 3120
Douglas Drive N.
Application Number: 2025-01
Attachment E
Site Location and 500 foot mailing radius
Also published in the
Sun Post, on the city
website, on the
property, and to all
neighborhoods on
Nextdoor
General Information:
❑Applicant and property owner is Terra
Development who is proposing to subdivide
the property for four new residential lots.
❑Existing home (north lot) will be retained and
sold by applicant.
❑Three other lots will contain two-family
dwellings (middle lots) and a single-family
dwelling (south lot).
❑Applicant is requesting variances to reduce lot
width for two-family lots and to reduce front
building setback for all four lots.
Joes Woods Preliminary Plat
Preliminary
Plat of Joes
Woods
•Minimum width, depth and area requirements:
✓Variance requested for lot width for both two-family lots (proposed
reduction from 80’ to 78.3’). Both single-family lots meet width
requirement of 50’.
✓All four lots meet lot depth requirement (minimum depth is 100’)
✓All four lots meet area requirement (minimum area is 6,000 for
single-family, 10,000 for two-family)
•Proposed principal building setbacks:
✓Front: Variance requested to reduce setback from 30’ to 26’ for all 4
homes
✓Rear: 30’
✓Side: controlled by 5’ easements
Zoning Requirements
•Utilities:
✓Will connect with existing water and sewer mains in Douglas
✓Plat provides new easements for proposed utilities
✓Any new private utilities will be underground
•Drainage and erosion control:
✓Site will be graded to direct stormwater runoff away from
neighboring structures
✓Erosion controls required during home construction
•Landscaping:
✓UDC requires one front yard tree to be planted
✓7 additional replacement trees are to be planted
•Park dedication fee:
✓A fee of $1,000 is required for each net new lot
Subdivision Elements
•Subdivision complies with UDC:
✓Findings: The proposed subdivision meets UDC
requirements
•Subdivision in compliance with Comprehensive
Plan:
✓Findings: Proposed subdivision meets the density
requirements of the low density residential land use
category
•Physical characteristics of the site are conducive
to the intended use:
✓Findings: The characteristics of the site are conducive to
the construction of new single-and-two family homes
Recommended Findings - Subdivision
•Single-and-two-family homes are a reasonable use of the
property
•In harmony with intent of zoning regulations:
➢Does not conflict with the need for adequate light, air,
and access for adjacent properties
•Variance will not alter character of the neighborhood
➢The variances are necessitated by the desire to
preserve the existing home. If the variances are
approved, change to the surrounding neighborhood
character is minimized.
Recommended Findings - Variance
•Unique circumstances:
➢A typical subdivision does not have an existing home
which needs to be accommodated for setbacks. Also,
the existing and proposed homes would meet the
required front setback if Hennepin County had not
requested additional right-of-way.
•Economic considerations alone are not sole reason for
variance:
➢The variances are necessary to preserve the existing
home, as well as a response to Hennepin County’s
request for additional street right-of-way.
Recommended Findings (continued)
•Staff recommends approval of the preliminary plat
and variances with the conditions in the staff report
Planning Commission Action
Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24 CITY SUBMITTAL12/27/24 CITY RESUBMITTAL1/7/25 CITY RESUBMITTALPROJECT MANAGER DAVID KNAEBLECONTACT NUMBER 763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERC0.0TITLE SHEETJOES WOODSCRYSTAL, MINNESOTASITE LOCATIONSITE LOCATION MAPNISSUED FOR: CITY SUBMITTALKnow what'sbelow.before you dig.CallRALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.SHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETC1.0 PRELIMINARY PLATC2.0 SITE AND GRADING PLANC3.0UTILITY PLANC4.0 TREE PRESERVATION PLANL1.0LANDSCAPE PLANSW1.0 SWPPP - EXISTING CONDITIONSSW1.1 SWPPP - PROPOSED CONDITIONSSW1.2 SWPPP - DETAILSSW1.3SWPPP - NARRATIVEPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422DAVID KNAEBLE612-615-0060DKNAEBLE@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422ROB BINDER612-615-0060RBINDER@CIVILSITEGROUP.COMDEVELOPERTERRA DEVELOPMENT LLC227 SUNNYRIDGE LANDGOLDEN VALLEY, MN 55422DAVID KNAEBLE763-234-7523DJKNAEBLE@GMAIL.COMPROPERTY OWNERSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060 X 712RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERHAUGO GEOTECHNICAL SERVICES, INC.2825 CEDAR AVENUE SOUTHMINNEAPOLIS, MN 55407PAUL GIONFRIDDO612-729-2959PAULGIONFRIDDO@GMAIL.COMREVISION SUMMARYDATEDESCRIPTIONTERRA DEVELOPMENT LLC227 SUNNYRIDGE LANDGOLDEN VALLEY, MN 55422DAVID KNAEBLE763-234-7523DJKNAEBLE@GMAIL.COMAttachment F
6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayLandscapingLandscapingLandscapingPaversFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per Description6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayLandscapingLandscapingLandscapingPaversFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per DescriptionDOUGLAS DRIVE NORTH#3120#3122PROVIDE 8'X30' - 3"DEPRESSED BASIN FORFLOW ATTENUATIONAND TREATMENT. FIELDLOCATE WITHIN D & UEASEMENT. BMP TO BEFIELD GRADED BYBUILDER AT TIME OFCONSTRUCTION.PROVIDE 8'X30' - 3"DEPRESSED BASIN FORFLOW ATTENUATIONAND TREATMENT. FIELDLOCATE WITHIN D & UEASEMENT. BMP TO BEFIELD GRADED BYBUILDER AT TIME OFCONSTRUCTION.PROVIDE 8'X30' - 3"DEPRESSED BASIN FORFLOW ATTENUATIONAND TREATMENT. FIELDLOCATE WITHIN D & UEASEMENT. BMP TO BEFIELD GRADED BYBUILDER AT TIME OFCONSTRUCTION.7.0'26.7'32.0'32.0'22.0'Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERREVISION SUMMARYDATEDESCRIPTIONC2.0SITE AND GRADINGPLANKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"NOWNER INFORMATIONTERRA DEVELOPMENT LLC227 SUNNYRIDGE LANDGOLDEN VALLEY, MN 55422DAVID KNAEBLE763-234-7523DJKNAEBLE@GMAIL.COM1.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH PERMITREQUIREMENTS OF THE CITY.2.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISENOTED.3.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.4.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.5.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPESGREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAININGWALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUTTHE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.7.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.8.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS.9.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTINGGRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENTCONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALLAREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.10.MAINTENANCE10.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION,AND KEEP AREA FREE OF TRASH AND DEBRIS.10.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.10.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE,AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)GRADING NOTES:·NEW LOTS WILL BE CUSTOM GRADED AND CLEARED BY BUILDER.SITE AND GRADING PLAN LEGEND:PROPERTY LINESETBACK LINED & U EASEMENT LINESTORMWATER BMPCITY OF CRYSTAL SITE SPECIFIC NOTES:1.MAXIMUM CURB CUT FOR SINGLE-FAMILY IS 22'.2.MAXIMUM CURB CUT FOR TWO-FAMILY IS 32'.3.ONE SINGLE CURB CUT WILL BE ALLOWED PER PROPERTY.SITE LAYOUT NOTES:1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSEDPROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTORIS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONSREQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALLBE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BEAPPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.3.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TOINSTALLATION OF FOOTING MATERIALS.4.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS ANDDIMENSIONS PRIOR TO SITE IMPROVEMENTS.5.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.STORMWATER MANAGEMENT NOTES:1.SITE IS LESS THAN 1.0 ACRE, SO NO PERMANENT STORMWATER MANAGEMENT IS REQUIREDPER THE BASSETT CREEK WATERSHED MANAGEMENT COMMISSION.2.CITY OF CRYSTAL REQUESTS STORMWATER BMP'S BE PROVIDED FOR STORMWATERATTENUATION AND TREATMENT.3.THIS PROJECT IS UTILZING 3" DEPRESSED BASINS AS STORMWATER BMP'S TO MEET CITY OFCRYSTAL REQUIREMENTS. BASINS TO BE FIELD GRADED BY BUILDER AT TIME OFCONTSRUCTION.ZONING NOTES:CURRENT ZONING:R1 - LOW DENSITY RESIDENTIALPROPOSED ZONING: R1 - LOW DENSITY RESIDENTIALZONING REGULATIONSMIN. LOT AREA (SINGLE FAMILY): 6,000 SFMIN. LOT AREA (TWIN HOME): 10,000 SFMIN. LOT WIDTH (SINGLE FAMILY): 50 FEETMIN. LOT WIDTH (TWIN HOME): 80 FEETMIN. LOT DEPTH (SINGLE FAMILY): 100 FEETMIN. LOT DEPTH (TWIN HOME): 100 FEETMAX. HEIGHT: 2 STORIES OR 32 FEETSETBACKS:FRONT YARD: 30 FEETSIDE YARD: 5 FEETREAR YARD: 30 FEETZONING VARIANCE REQUESTS:FRONT SETBACK [LOTS 1-4]THE COUNTY HAS REQUESTED 7' OF RIGHT-OF-WAY DEDICATION FOR A FUTURE TRAIL. THE PROJECTIS REQUESTING A VARIANCE IN THE FRONT SETBACK FROM 30 FEET TO 26 FEET.MINIMUM WIDTH (TWIN HOME) [LOTS 2, 3]IN AN ATTEMPT TO ALLOW THE EXISTING HOUSE TO REMAIN, THE PROJECT IS REQUESTING A VARIANCE INTHE MINIMUM LOT WIDTH FOR A TWIN HOME FROM 80.0 FEET TO 78.3 FEET.SITE NOTES:·HOME LOCATIONS FOR LOTS 2, 3, AND 4 ARE FOR ILLUSTRATIVE PURPOSES ONLY.FUTURE HOMES WILL MEET THE REQUIRED MINIMUM SETBACKS, EXCEPT FOR THEFRONT SETBACK IF THE VARIANCE IS APPROVED.
6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayLandscapingLandscapingLandscapingPavers31ST AVENUE NORTHPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per Description6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayLandscapingLandscapingLandscapingPavers31ST AVENUE NORTHPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per DescriptionLOT 1, BLK 18,284 SFLOT 4, BLK 16,356 SFDOUGLAS DRIVE NORTH#3120#3122LOT 2, BLK 111,198 SFLOT 3, BLK 111,096 SFCONNECT TOEXISTING WATERSERVICE STUB,FIELD VERIFYLOCATIONCONNECT TOEXISTINGSANITARY SERVICESTUB, FIELDVERIFY LOCATIONAND CONDITIONCONNECT TOEXISTING WATERSERVICE STUB,FIELD VERIFYLOCATION[FOR LOT 3]CONNECT TOEXISTINGSANITARY SERVICESTUB, FIELDVERIFY LOCATIONAND CONDITIONCONNECT TOEXISTINGSANITARY SERVICESTUB, FIELDVERIFY LOCATIONAND CONDITION1" COPPER WATER SERVICEAND CURB STOP PER CITYSTANDARDS, TAP OFFEXISTING HYDRANT LEADRELOCATE GUYWIRE FOREXISTINGPOWER POLECivil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
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:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERUTILITY PLAN LEGEND:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC3.0UTILITY PLANKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N
6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per Description6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per DescriptionDOUGLAS DRIVE NORTH#3120#31228171314" ASH8170445" CED8171540" OAK8171645" OAK8171714" ASH8172940" ASH8173030" OAK8173114" ASH8172715" ASH8172114" ASH8172312" ASH8172617" ASH8172514" COT8173260" COT9023414" HAC902067" ASH902059" BOX902029" ELM902047" ASH9020310" ASH901999" BOX9019814" ASH902008" HAC9019017" ELM9018814" ASH9018914" ASH9019116" ASH9019213" ELM9019311" ASH901948" ASH9019512" ASH9019610" BOX9019711" ASH9020715" BOX9020815" OAK902098" ASH902107" ASH902117" ASH902146" ASH902134" ASH902179" ASH902168" ASH902158" ASH902189" BOX9021911" ASH902209" ASH902218" ASH9022211" ELM8035118" ASH8034642" BIR8062310" PIN901828" ELM9018323" BOX9018114" ASH9021211" ASH902256" ASH902246" ASH9022511" ASH9022815" ASH9022714" ASH902296" ASH8172215" ASH8170314" COT8170515" ASH8170640" ASH8170735" ASH8170860" COT9022618" BOX9023516" ASH902386" ASH902379" ASH9023912" ASHCivil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERREVISION SUMMARYDATEDESCRIPTIONC4.0TREE PRESERVATIONPLANKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"NTREE PRESERVATION PLAN:TREE REQUIREMENTSTHE CITY OF CRYSTAL REQUIRES 1 TREE FOR EACH LOT.TREE REPLACEMENT REQUIRES 7 TREES TOTALTOTAL TREES REQUIRED = 10 TREES*10 TREES WILL BE PLANTED ON LOTS 2-4. FINAL LOCATIONS TO BE DETERMINED BY THE HOMEBUILDER IN THE FIELD. SEE LANDSCAPE PLAN FOR PRELIMINARY TREE LOCATIONS AND SPECIES.TREES TO BE REMOVEDTREES TO BE PROTECTED
6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per Description6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per DescriptionDOUGLAS DRIVE NORTH#3120#31225' D & U EASE., TYP.10' D & U EASE., TYP.10' D & U EASE., TYP.ALL DISTURBED PORTIONSOF THE SITE TO BE SEEDEDOR SODDED AT THEDISCRETION OF THEBUILDER. COORDINATEWITH FINAL HOUSE PLANS.PROPOSED TREE, FINALLOCATION TO BEDETERMINED BY HOMEBUILDER, TYP. 10 TREESTOTAL TO BE PROVIDED.PRELIMINARY TREE SPECIES SELECTIONS3 - SWAMP WHITE OAK2 - BUR OAK3 - BLACK HILLS SPRUCE2 - RIVER BIRCHL1.0LANDSCAPE PLANCivil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER24572LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERLAWN - SODLANDSCAPE PLAN LEGEND:REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N1.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATIONOF ACCEPTANCE PERIOD.2.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.3.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTINGFIXTURES, DOORS AND WINDOWS.4.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.5.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.LANDSCAPE NOTES:PROPOSED TREE SYMBOL (EITHER 2" CALIPERDECIDUOUS TREE OR 6' CONIFEROUS TREE TO BEPLANTED BY HOME BUILDER). 10 TREES WILL BEPLANTED TOTAL PER THE TREE PRESERVATION PLAN.
6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per Description6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per DescriptionDOUGLAS DRIVE NORTH#3120#3122CONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERSW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOTREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY AND WATERSHED.3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N
6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per Description6" CIP (Per Rec.)8" CIP8" CIP (Per Rec.)8" CIP (Per Rec.)16" WM (Per Rec.)16" WMSan. Serv.San. Serv.San. Serv.San. Serv.Wat. Serv.Wat. Serv.Wat. Serv.Wat. Serv.150.01S88°43'05"ES00°35'29"W 208.16
N88°43'55"W 16.00N88°43'55"W 134.01N00°35'29"E 264.61 38.026.1 38.126.0
24.2
26.226.224.1
10.07.8
7.59.9ShedGarageExiting House2 Story Stucco &Lap Sided HouseW/WalkoutFoundation Area= 996 +/- Sq. Ft.(A Public R/W)DOUGLAS DRIVE NORTH (C.S.A.H. NO. 102)Bituminous DrivewayConcreteConcrete StepsConcrete Sidewalk Concrete Sidewalk
Wood StepsWood RampWood RampConcrete Steps BelowLandscapingLandscapingLandscapingPaversKeystoneRetaining WallKeystoneRetaining WallKeystoneRetaining WallWood FenceWoodFenceFound 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 10938Found 1/2 Inch IronPipe W/ Cap No. 24992Found 1/2 Inch IronPipe W/ Cap No. 2499231ST AVENUE NORTHEdge of WoodsEdge of Woods
Edge of WoodsPID: 2111821320040
Address: 3101 Brunswick Avenue North
Owner: City of Crystal PID: 2111821320005Address: 3122 Douglas Drive NorthOwner: M A G Medina/ R AlbrechtPID: 2111821320032Address: 3120 Douglas Drive NorthEXCEPTIONEXCEPTIONThe E Line of the W 150 Feet, & the WLine of the E 4 Acres of Lot 26,"SUNNYBROOK ACRES"The N Line of the S 1 Acre ofLot 26, "SUNNYBROOK ACRES"The S Line of the N 60 Feet of Lot 26,"SUNNYBROOK ACRES" (As Monumented)The E Line of the W 134 Feet of Lot 26,"SUNNYBROOK ACRES"PARCEL 2PARCEL 1Found 1/2 Inch IronPipe W/ Cap No. 10938S00°35'29"W 56.41The S Line of Lot 26,"SUNNYBROOK ACRES"The N Line of Lot 26, "SUNNYBROOKACRES" (As Monumented)[10]Roadway Easement Per Doc. No. 68636Roadway Easement Per Doc. No. 101536Roadway Easement Per DescriptionDOUGLAS DRIVE NORTH#3120#3122CONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERSW1.1SWPPP - PROPOSEDCONDITIONSSWPPP LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTIONEX. 1' CONTOUR ELEVATION INTERVAL1125Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOTREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY AND WATERSHED.3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:
Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERSW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTIONNOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACHSTORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACKN T SOVERFLOW IS 12 OF THE CURB BOX HEIGHTOVERFLOW AT TOP OF FILTER ASSEMBLYEXISTING CURB, PLATE, BOX,AND GRATEDANDY CURB SACK ORAPPROVED EQUIVALENTHIGH-FLOW FABRIC1FLOW24"24"24"MIN.6"6"SEDIMENT FENCEN T SFILTER FABRIC WITHWIRE SUPPORT NETAS SPECIFIED.METAL POSTAS SPECIFIED.SUPPORT NET: 12 GAUGE4"X4" WIRE HOOKED ONTOPERFORMED CHANNELSON POSTS AS SPECIFIED.EXISTING GROUNDSURFACEMETAL POSTS8'-0" O.C. MAX.CARRY WIRESUPPORT NETDOWN INTOTRENCHANCHOR FABRICWITH SOIL, TAMPBACKFILLFILTER FABRIC ASSPECIFIED SECURETO WIRE SUPPORTNET WITH METALCLIPS 12" O.C.2PROFILEPLANTO CONSTRUCTION AREAN T SSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOUNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TOTHE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAYGEOTEXTILE FILTER FABRIC6" MIN. CRUSHED STONE75' MINIMUMEXISTINGUNDISTURBEDROADWAYTO CONSTRUCTION AREA
30' FROM EDGE OF ROADTO FRONT OF SPEED BUMP35'
R
.35' R.4" HIGH, 18"WIDE SPEEDBUMPFINISHEDGRADE4FLOWSEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLYDECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITECONTRACTOR TO MAINTAIN PROPER FUNCTION.8" MIN.EXISTING GROUND SURFACEWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHENINSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDESANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C.FILTER FABRIC AS SPECIFIEDFILLER AS SPECIFIEDFILL UPSTREAM BASE EDGEWITH 2" OF DIRT OR COMPOSTTO EMBED ROLL.3
SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCEOF THE PROPOSED STORMWATER SYSTEM.SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPSUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT REQUIRED. THE CONTRACTOR IS REQUIRED TOFOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):NATHE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBSSITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATERPOLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONALPOLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 #MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION ANDSEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OFCONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE(ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION.THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION ANDSEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ONSITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FORTHREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANYRECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED,INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTSREGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDINGTHE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATIONOF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION ANDMAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDESPERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENTCONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESEINDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BYMPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) ASREQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECTHAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINEDPER SECTION 21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THEOWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THEPERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUALMUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING ASIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS ORINVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP ISNOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP ISNOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THISPERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANTMANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH ASPHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING ANDTERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUSTBE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLYOR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIODEXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDARDAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ONCONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION ISNOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SANDSTOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS"DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALLEXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS,WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUSTCOMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGEAND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.)DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTERTHEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARYOR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETSWITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THESITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURBAND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OFANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANYUPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OREXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENTSEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMENDTHE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF ASEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENTCONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORTTERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILSSTILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALLSEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERMACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURINGCONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FORDISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN(E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONALAUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER).PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS,INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS ABYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROMTHE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TOPREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROADDITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUSTDOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALSIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENTREMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEESMUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUSTDIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OFTHE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING ORBASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINEDAND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING ASURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGEDOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN AMANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTSOR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSESSIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAYFOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OFTHE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGEDITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OFEROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENTDEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGESYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL.PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS.PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL ANDSTABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES ANDRECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB ANDGUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION ORTRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVEDSURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIMETO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THESEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGEVOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TOTHE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND,AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THEMPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFFOCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OFBEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUSTINCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVEACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OFRAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLYMAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OFYOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATAFROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BEDOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER ORPROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR AREDESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENTSPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUSTBE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN.R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BEKNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN.R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED ORUNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUSTENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS ANDTHAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061,USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHERSIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY.PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATEDBY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDSAND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUSTPREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS.PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED INSECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLYTRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREETSWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF ASITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHTON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVEROVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORMPERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATIONIS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH ASIMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THENOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENTCONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TODECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTESTHE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND),PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIORTO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORESEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIEDAT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TOPROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PERACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025REVISION SUMMARYDATEDESCRIPTIONTERRA DEVELOPMENT LLC227 SUNNYRIDGE LANDGOLDEN VALLEY, MN 55422DAVID KNAEBLE763-234-7523DJKNAEBLE@GMAIL.COMPROJECT NARRATIVE:PROJECT IS A SUBDIVISION OF AN EXISTING PROPERTY INTO 4 RESIDENTIAL LOTS. SITE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED OF THISPROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT PROVIDED AS PART OF THIS PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENTIS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION12/16/24CITY SUBMITTAL12/27/24CITY RESUBMITTAL1/7/25CITY RESUBMITTALPROJECT MANAGERDAVID KNAEBLECONTACT NUMBER763-234-7523DRAWN BYDJKREVIEWED BYMPPROJECT NUMBER2457248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.1/7/25JOES WOODS
3120 DOUGLAS DRIVE NORTH, CRYSTAL, MN 55422
TERRA DEVELOPMENT, LLC
227 SUNNYRIDGE LANE, GOLDEN VALLEY, MN 55422
OWNERPROJECT INFORMATION:DISTRUBED AREA = 29,400 SF
ELECTION OF OFFICERS
PAGE 1 OF 1
_____________________________________________________
FROM: Dan Olson, City Planner
____________________________________________________________________
TO: Planning Commission (for January 13 Meeting)
DATE: January 7, 2025
RE: Election of Officers
The Planning Commission has three officer positions, elected by the members of the
commission:
• Chairperson. Currently Ron Johnson (since February 12, 2024)
• Vice Chairperson. Currently Joe Sears (since March 8, 2021)
• Second Vice Chairperson. Currently James Einfeldt-Brown (since March 14, 2022)
The duties of each officer position are described in the attached bylaws. Planning Commission
action on each office is requested using the following procedure:
• The meeting chair asks for a motion and second for any nominations for the office.
Before the second, the chair should ask the person nominated if they accept the
position.
• If there is only one nomination, the commission would fill the office by voice vote.
• If there are two or more nominations, each commission member would vote for one
of the nominated members using paper ballots tabulated by the recording secretary.
The candidate receiving the most votes is elected to the position. In the event of a
tie, a coin toss is used as a tie-breaker.
PLANNING COMMISSION STAFF REPORT
Election of Officers
PLANNING COMMISION BYLAWS - APPROVED BY CITY COUNCIL 2/05/19 Page 1 of 3
CITY OF CRYSTAL
PLANNING COMMISSION BY-LAWS
ARTICLE I. MISSION STATEMENT
The role of the Crystal Planning Commission is to serve the City Council and citizens of Crystal by
formulating recommendations in land use matters and by devoting the time necessary to listen to fact, to
consider public input and to render decisions in an objective manner. To be successful in this role,
Planning Commissioners acknowledge and honor these values:
Open-mindedness: Decisions are made free from prejudice or bias; Commissioners are receptive of
new ideas and to reason.
Respect: Commissioners listen to and show respect for the opinions and positions of fellow
Commissioners as well as those who come before the Commission.
Equal treatment: Everyone appearing before the Commission has the same privileges, status and
rights.
Attack the problem, not the person: Personal attacks are not tolerated, but honest and informed
debate is encouraged.
Offer and accept constructive criticism: Constructive comments are to be encouraged and welcomed;
unfavorable judgments that find fault and fix responsibility are not.
Responsibility to the City of Crystal: The best interests of the city of Crystal are paramount and rise
above parochial interests.
Shared responsibility: The Commission as a whole bears the responsibility for decisions and
recommendations that are made.
ARTICLE II. ORGANIZATION
A. Election of Officers
The officers of the Commission shall be elected by the members of the Commission at the first
meeting each year. Officers shall serve for a period of one year, commencing with the first
meeting of each year. The term of office for each Officer is one year.
B. Officers
The officers of the Commission shall be a Chairperson, Vice Chairperson, and Second Vice
Chairperson.
PLANNING COMMISION BYLAWS - APPROVED BY CITY COUNCIL 2/05/19 Page 2 of 3
C. City staff liaison
There shall be a city staff liaison who is not a member of the Commission.
D. Duties
1. The Chairperson shall preside at all meetings of the Commission, shall have such powers
of the supervision and management as may pertain to the office of the Chairperson.
2. The Vice Chairperson shall preside and perform all duties of the Chairperson in the event
of the Chairperson’s absence, disqualification or disability.
3. The Second Vice Chairperson shall preside and perform all duties of the Chairperson in
the event of both the Chairperson’s and Vice Chairperson’s absence, disqualification, or
disability.
4. The city staff liaison shall keep the minutes of all meetings and all records of the
Commission. Minutes of the meetings shall be mailed or delivered to all Commission
members and shall include the notice and agenda for the next regular meeting. The
liaison shall notify all members of any special meeting of the Commission.
5. It shall be the duty of each member to notify the city staff liaison if such meeting cannot
be attended. The liaison will then notify the chairperson of such absences.
D. Task Force
Task forces shall be formed when deemed necessary by the Chairperson. Such Task Forces shall
consist of a leader, who shall be a member of the Commission, and any number of people,
members or non-members, the leader deems necessary to successfully complete the task. The
Chairperson shall appoint the leader of any Task Force, keeping in mind the interests of
individual members. The Chairperson and Vice Chairperson shall be ex officio members of any
Task Force formed.
ARTICLE III. MEETINGS
A. The Commission shall hold a minimum of twelve regular monthly meetings on the second
Monday of each month at 7:00 p.m., unless otherwise set by the Commission at the January
meeting of each year. In addition, the date and time for any one monthly meeting may be
changed by a majority vote of the quorum. Meetings may be cancelled if there are no scheduled
public hearings.
B. Quorum, consisting of a majority of the members of the Commission, shall be sufficient to
transact the business of the Commission.
C. The Commission may hold special meetings to complete or initiate business at the call of the
Chairperson, or upon the request of three members of the Commission.
D. The roll shall be called at each meeting and a record of those members present or absent shall
also be recorded in the minutes of such meeting.
PLANNING COMMISION BYLAWS - APPROVED BY CITY COUNCIL 2/05/19 Page 3 of 3
E. The order of business will be as follows:
Call to Order
Approval of Minutes
Public Hearings
Old Business
New Business
General Information
Open Forum
Adjournment
ARTICLE IV. ATTENDANCE
Attendance is required at all meetings. Absence from more than three regular meetings in a
calendar year is not considered acceptable because it impairs the Commission’s ability to fulfill
its responsibilities to the community. For this reason, upon a Commissioner’s fourth absence
from a regular meeting within a calendar year, the Chairperson shall notify the Mayor of such
absences and the City Council may take action to remove the Commissioner.
ARTICLE V. GENERAL PROVISIONS
No member of the Commission shall be authorized to speak on behalf of the Commission
publicly until the Commission has first considered and approved such statements. The City
Council or City Manager shall be notified in advance of the nature of any public statement of
official policy concerning the Commission.
ARTICLE VI. AMENDMENTS
These rules and procedures may be amended by the city council after a majority of the
membership makes a recommendation for an amendment. Notice of the proposed amendments
shall be mailed to all members of the Commission by the city staff liaison prior to the meeting at
which the amendments are to be voted upon. Any member of the Commission may, in writing,
propose amendments to these rules and procedures.