HomeMy WebLinkAbout05(N) - Resolution Approving a Final PUD Plan and a Final Plat and DA for Campbell Shores ReportITEM: 5NCITYCOUNCILAGENDAREPORT
MEETING DATE: October 13, 2026
PREPARED BY: Paul Moretto, Planner
PRESENTED BY: Paul Moretto
AGENDA ITEM: Resolution Approving a Final Planned Unit Development Plan, Final Plat
and Development Agreement for Campbell Shores
RECOMMENDED ACTION:
Approval of a resolution approving the Final Planned Unit Development (PUD) Plan and a
resolution approving the Final Plat and Development Agreement for Campbell Shores, subject to
the listed conditions.
BACKGROUND:
Pinnacle Family Homes, on behalf of Campbell Shores LLC, has applied for approval of a Final
Plat and Final Planned Unit Development (PUD) Plan for Campbell Shores, a 62-lot single-family
residential subdivision located north of 170th Street East and west of Marschall Road/County
Highway 17, adjacent to Campbell Lake. The property is zoned R-1 Low Density Residential and
is located within the Shoreland Overlay District ofCampbell Lake, which is classified as a Natural
Environment Lake.
The Planning Commission conducted a public hearing on May 18, 2026, and recommended
approval of the Preliminary Plat and Shoreland PUD on a 5-0 vote.
On June 9, 2026, the City Council approved the Campbell Shores Preliminary Plat and adopted
Ordinance No. 126-11, establishing the R-1 Low Density Residential Planned Unit Development
Overlay District for the property. The approved PUD consists of 62 single-family residential lots
and provides that modifications may be approved as part of the Final PUD Plan.
The approved preliminary development consists of 62 single-family residential lots on
approximately 40.36 acres. The Shoreland PUD provides flexibility from standard lot area, lot
width, and side-yard setback requirements while preserving substantial open space and
environmentally sensitive areas through conservation easements, wetlands, outlots, shoreline
preservation areas, and trail corridors.
The preliminary plans also incorporated accommodation for planned Scott County improvements
at the intersection of County Highway 17/Marschall Road and 170th Street East. These
improvements include a future roundabout, trail underpass, regional stormwater facilities, and
associated right-of-way and infrastructure improvements.
Following preliminary approval, the Developer submitted the Final Plat, Final PUD Plan, final
grading and utility plans, and related development documents for City review. City staff finds the
Final Plat and Final PUD Plan to be in substantial compliance with the approved Preliminary Plat
and Preliminary PUD Plan, subject to the conditions identified in the approving resolutions and
Development Agreement.
City ofPrior Lake | 4646 Dakota Street SE | Prior Lake MN 55372
Item 5N
Page | 2
The Final Plat includes 62 lots and four outlots. The Final PUD continues to provide conservation
easement/open space and maintains the approved PUD standards for lot area, lot width,
setbacks, impervious surface, and other dimensional requirements, except as otherwise identified
in the Final PUD Plan.
SCOTT COUNTY ROADWAY PROJECT:
The Campbell Shores development has been coordinated with Scott County's planned
improvements to the intersection of 170th Street East and Marschall Road/County Highway 17.
The Development Agreement includes provisions addressing coordination of Developer
improvements with the County project, including roadway access, utility construction, construction
sequencing, temporary closures or restrictions affecting 170th Street, and maintenance of
appropriate access to Spring View Meadows located south of 170th Street.
The Development Agreement also includes details addressing project coordination requirements
and identifies the allocation of costs, reimbursements, credits, escrows, and transfers among the
Developer, Scott County, and the City associated with the County roadway project. The financial
arrangement is structured so that the identified County-project pass-through transactions result
in no net financial impact to the City.
DEVELOPMENT AGREEMENT:
City staff has prepared a Development Agreement identifying the Developer's obligations
associated with the Final Plat, including required public improvements, development fees,
financial security, grading and erosion control, landscaping, dedications and easements, and
other conditions associated with development of the property.
Exhibit B of the Development Agreement identifies the standard development fees, escrows, and
financial security associated with the Campbell Shores development. The exhibit also reflects
developer and Scott County infrastructure agreement pass-through items. Additional paragraphs
within the Development Agreement outline the responsibilities of each party to this agreement.
The Development Agreement and associated exhibits have been reviewed and approved by the
City Engineering Department.
FINANCIAL IMPACT:
Approval of the development will allow for construction of 62 single-family residential lots, which
will contribute to the City'stax base.
The Developer is responsible for applicable development fees and required public improvements
as identified in the Development Agreement.
Financial obligations associated with the Scott County roadway project are addressed separately
in the Development Agreement. The proposed allocation of City, County, and Developer costs
and transfers is structured to result in no net financial impact to the City.
ALTERNATIVES:
1. Motion and second, as part of the consent agenda, approving a resolution approving the
Final Planned Unit Development (PUD) Plan and a resolution approving the Final Plat and
Development Agreement for Campbell Shores, subject to the listed conditions.
2. Remove this item from the consent agenda for additional discussion.
Item 5N
Page | 3
ATTACHMENTS:
1. Location Map
2. Final Plat
3. Development Agreement
4. Development Documents
5. Resolution – Campbell Shores Final PUD
6. Resolution – Campbell Shores Final Plat
KNOW ALL PERSONS BY THESE PRESENTS: That Campbell Shores, LLC, a Minnesota limited liability company, fee owner of the following described property situated in
the County of Scott, State of Minnesota, to wit:
That part of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota lying westerly of the west line of GEISTER HILLS, according to the recorded plat
thereof and southerly of the following described line:
Beginning at the intersection of the easterly extension of the north line of GEISTER HILLS, according to the recorded plat thereof, with the east line of said Government Lot 4;
thence South 88 degrees 31 minutes 26 seconds West, along said north line and its easterly extension, a distance of 702.04 feet to the northwest corner of said GEISTER
HILLS; thence North 0 degrees 48 minutes 59 seconds East a distance of 97.26 feet; thence North 89 degrees 40 minutes 37 seconds West a distance of 608.65 feet to the
west line of said Government Lot 4 and there terminating.
AND
The South Thirteen (13) acres of Government Lot 4, Section 5,Township 114, Range 22, Scott County, Minnesota.
Government Lot 5, Section 5,Township 114, Range 22, Scott County, Minnesota.
EXCEPT the following described land:
Commencing at the southeast corner of said Government Lot 5; thence North, along the east line thereof, a distance of 687.00 feet to the point of beginning of the tract of land
to be described; thence continuing North, along the east line, a distance of 300.00 feet; thence West, at right angles, a distance of 363.00 feet; thence South, at right angles, a
distance of 300.00 feet; thence East, at right angles, a distance of 363.00 feet to the point of beginning.
EXCEPT the following described land:
Part of the South Thirteen (13) acres of Government Lot 4 and part of Government Lot 5, all being part of Section 5, Township 114, Range 22, Scott County, Minnesota
described as follows:
Commencing at the southeast corner of the Southwest Quarter of said Section 5; thence on an assumed bearing of North 0 degrees 49 minutes 01 seconds East, along the
east line of said Government Lots 4 and 5, a distance of 987.00 feet; thence North 89 degrees 10 minutes 59 seconds West 50.00 feet to the point of beginning of the tract to
be described; thence continuing North 89 degrees 10 minutes 59 seconds West 313.00 feet; thence South 0 degrees 49 minutes 01 seconds West 115.00 feet; thence South
88 degrees 31 minutes 28 seconds West 338.75 feet; thence North 0 degrees 49 minutes 01 seconds East 725.47 feet to the north line of said South 13 acres of
Government Lot 4; thence North 88 degrees 31 minutes 28 seconds East, along said north line, 652.00 feet; thence South 0 degrees 49 minutes 01 seconds West 343.84
feet; thence North 89 degrees 10 minutes 59 seconds West 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 50.00 feet; thence South 89 degrees10
minutes 59 seconds East 60.00 feet; thence South 0 degrees 49 minutes 01 seconds West 229.16 feet to the point of beginning.
Has caused the same to be surveyed and platted and known as CAMPBELL SHORES and does hereby donate and dedicate to the public, for public use forever, the public
ways and also dedicate the easements as shown on this plat for drainage and utility purposes only.
In witness whereof said Campbell Shores, LLC, a Minnesota limited liability company, has hereunto caused these presents to be signed by its proper officer this
day of _________________________, 20 _______.
Signed
Printed
STATE OF MINNESOTA
COUNTY OF __________________
The foregoing instrument was acknowledged before me this _______ day of _____________________, 20 _______ by ______________________, the president of Campbell
Shores, LLC, a Minnesota limited liability company, on behalf of the company.
Notary Public _____________ County, Minnesota
My Commission Expires ____________________
I, Michael H. Brandt, hereby certify that this plat of CAMPBELL SHORES was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the
State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all
monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01,
Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this ______________ day of ____________________, 20________.
Michael H. Brandt
Licensed Land Surveyor
Minnesota License No. 41905
STATE OF MINNESOTA
COUNTY OF __________________
The foregoing Surveyor's Certificate was acknowledged before me this ________ day of _______________________, 20 _______, by Michael Brandt, Licensed Land
Surveyor.
Notary Public ______________ County, Minnesota
My Commission Expires _____________________
CITY COUNCIL, CITY OF PRIOR LAKE, MINNESOTA
This plat was approved by the City Council of the City of Prior Lake, Minnesota this ___________ day of ___________________, 20 ______ and hereby certifies compliance
with all requirements set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By _________________________________ Attest __________________________________
Mayor City Clerk
SCOTT COUNTY SURVEYOR
Pursuant to Minnesota Statutes, Chapter 389.09, Subdivision 1, as amended, this plat has been reviewed and approved this ______________ day of
20 _______.
Scott County Surveyor
SCOTT COUNTY AUDITOR/TREASURER
I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this _______________ day of
20 _______.
Scott County Auditor Scott County Treasurer
Signed by _________________________________, Deputy
SCOTT COUNTY RECORDER
I hereby certify that this plat was recorded in the office of the County Recorder for record on this _______ day of _________________________,
20 ______, at ________ o'clock _____. M. as Document No. ___________________.
Scott County Recorder
EXCEPTION
NORTH LINE OF GOVERNMENT LOT 5
NORTH LINE OF GOVERNMENT LOT 4
313.00
363.00
50.00
30
0
0
0
60.00
50
0
0
60.00
S88°31'26"W
702.04
NORTH LINE OF THE SOUTH
13 ACRES OF GOVERNMENT
LOT 4
WEST LINE OF GOVERNMENT LOT 4
22
9
1
6
NORTHWEST CORNER
OF GEISTER HILLS
EXCEPTION
N89°44'08"W 2636.11
S0
0
4
8
5
9
W
6
8
7
0
0
N89°11'01"W 363.00
S0
0
4
8
5
9
W
1
8
5
0
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S88°31'26"W 338.75
N0
0
4
8
5
9
E
8
2
2
7
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N89°40'37"W 608.65
N0
1
2
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W
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7
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12
13
14
15
16 17
18
19
20
21
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OUTLOT A
OUTLOT B
OUTLOT C
1
1
1
2
2
2
3
3
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2 3
4
4
45 5
5
6
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7
7
8
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9
10
11
12
13
14
15
16 17 18
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CAMPBELL LAKE
HIGHEST KNOWN WATER
ELEVATION = 926.12 (NAVD 88)
OUTLOT D
CAMPBELL LAKE
HIGHEST KNOWN WATER
ELEVATION = 926.12 (NAVD 88)
97
2
6
72
5
4
7
897±S89°44'08"E
60.00
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97
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SOUTH LINE OF THE SOUTHWEST QUARTER OF
SECTION 5. TOWNSHIP 114, RANGE 22, SCOTT COUNTY
DRAINAGE AND UTILITY EASEMENT
OVERALL OF OUTLOT D
9
10
DENOTES 1/2" IRON MONUMENT FOUND,
UNLESS OTHERWISE SHOWN.
DENOTES 1/2" BY 14" IRON MONUMENT
SET MARKED BY LICENSE NUMBER 41905,
UNLESS OTHERWISE SHOWN.
THE SOUTH LINE OF THE SW 1/4 OF SECTION 5
HAS AN ASSUMED BEARING OF N89°44'08''W.
NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2
INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF
RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 41905.
2
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1
2
3
4
5
6
7
8 9
10
11
12
13
14
15
16
17
18
19
20
21
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OUTLOT A
1
2
3
4
5
6
S89°45'42"E 246.60 S0
1
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R=800.00
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N89°45'42"W 201.60
S89°45'42"E 203.60
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N89°45'42"W 272.90
N89°45'42"W 275.74
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N89°11'01"W 247.77
N89°11'01"W 268.63
N89°11'01"W 250.30
N89°11'01"W 216.32
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S89°11'01"E 142.47
S89°11'01"E 159.85
S89°11'01"E 159.99
S89°11'01"E 159.99
S89°11'01"E 159.99
N89°45'42"W 160.05
N89°44'08"W 293.31
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DRAINAGE AND
UTILITY
EASEMENT
DRAINAGE
AND
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EASEMENT
2.29
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5.21
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25.33
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28 28
28
28
30
30 30
30
30
30 30
12.00
S89°45'42"E
2.00
168TH
STREET
EAST
CAMPBEL CURVE
MA
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9 4 2 5 3 9
R=15 0 0
24.7 2
BEING 5 FEET IN WIDTH AND ADJOINING SIDE
LOT LINES,UNLESS OTHERWISE INDICATED,
AND 10 FEET IN WIDTH AND ADJOINING
STREET RIGHT-OF-WAY LINES AND REAR LOT
LINES, UNLESS OTHERWISE INDICATED.
DRAINAGE AND UTILITY EASEMENTS
DENOTES 1/2" IRON MONUMENT FOUND,
UNLESS OTHERWISE SHOWN.
DENOTES 1/2" BY 14" IRON MONUMENT
SET MARKED BY LICENSE NUMBER 41905,
UNLESS OTHERWISE SHOWN.
ARE SHOWN THUS
5
5
10 10
NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2
INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF
RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 41905
THE SOUTH LINE OF THE SW 1/4 OF SECTION 5
HAS AN ASSUMED BEARING OF N89°44'08''W.
INSET A
3
4
6
OUTLOT B
1
1
1
2
2
2
3
3
3
4
45
5
6
6
7
7
8
8
9
10
11
12
13
14
15
16
17
18
19
CAMPBELL LAKE
HIGHEST KNOWN WATER
ELEVATION = 926.12 (NAVD 88)
4
9 10
OUTLOT
C
WET LAND
S
8
3
1
9
1
1
W
6
0
0
0
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1
40
49
W
60
00
S8
9
4
4
0
8
E
7
9
9
1
1
S16°59 5 5 E 9 4 2 1
S12°06'13 E 6 6 5 4
S1°17'16"E 65.02S0°14'18"W 82.50
N8
9
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5
4
2
W
2
0
1
6
0
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9
4
5
4
2
E
2
0
3
6
0
N0°14'18"E 187.22
S22 5148
W
236
02
N
6
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1
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1
3
4
3
3
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7
0
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W
191
16
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289 15
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9
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5
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1
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9
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1
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4
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1
5
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N10°49'11 E 140 09
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9
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1
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1
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7
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CAMPBELL LAKE
HIGHEST KNOWN WATER
ELEVATION = 926.12 (NAVD 88)
CAMPBELL LAKE
HIGHEST KNOWN WATER
ELEVATION = 926.12 (NAVD 88)
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N0°48'59"E 214.63
214.63 42.63
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136.38
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8
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N7°49'07"W 7 5 1 0
N8°21'26"W 8 9 4 2
N8°21'26"W 9 7 6 3N10°49'11 E 75 00
N10°49'11 E 75 00
N10°49'11 E 75 00
N1°52'31"E 113.71
N
4
1
3
5
5
2
E
1
5
7
4
9
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9
1
3
5
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1
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0 7 5 7 E
1 5 7 4 9
S4°30'08"W 77.04
S18°4609 W
6739
S
4
3
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5
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2
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DR
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ENT
DRAINAGE
AND
UTILITY EASEMENT
DRAINAGE AND UTILITY EASEMENT
OVER ALL OF OUTLOT B
10
10
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10
25
25
10 10
65
2
S10°49'11 W
56.00
28
28
28
28
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28.00
CAMPBELL COURT
16
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CAMPBELL
CU
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SPRINGVIEW
LANE
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5148
W
27531
5°
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39"
62.
23
5°
41'
58"
62.
47
0°39'59
7.31
1
2736
16.
00
SURVEY LINE
SUR V E Y L I N E
S
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V
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SURVEY LINE
S
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IN
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BEING 5 FEET IN WIDTH AND ADJOINING SIDE
LOT LINES,UNLESS OTHERWISE INDICATED,
AND 10 FEET IN WIDTH AND ADJOINING
STREET RIGHT-OF-WAY LINES AND REAR LOT
LINES, UNLESS OTHERWISE INDICATED.
DRAINAGE AND UTILITY EASEMENTS
DENOTES 1/2" IRON MONUMENT FOUND,
UNLESS OTHERWISE SHOWN.
DENOTES 1/2" BY 14" IRON MONUMENT
SET MARKED BY LICENSE NUMBER 41905,
UNLESS OTHERWISE SHOWN.
ARE SHOWN THUS
5
5
10 10
NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY
14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING
THIS PLAT, MARKED BY LICENSE NUMBER 41905
THE SOUTH LINE OF THE SW 1/4 OF SECTION 5
HAS AN ASSUMED BEARING OF N89°44'08''W.
INSET B
Page 1
DEVELOPMENT AGREEMENT
CAMPBELL SHORES
PROJECT #PDEV26-000021
This Development Agreement (“Agreement”) is entered into this ___ day of ________, 20__, by and
between the City of Prior Lake, a Minnesota municipal corporation ("City"), and Campbell Shores, LLC
(“Developer”).
WHEREAS, Developer is the owner of property located within the City of Prior Lake, County of
Scott, legally described on Exhibit A (“Property”);
WHEREAS, Developer has applied to the City for Final Plat approval for the construction of
sixty-two (62) single-family detached residential units on the Property;
NOW, THEREFORE, in consideration of the City Council adopting Resolution No. ______
(“Resolution”) for Final Plat approval for the construction of sixty-two (62) single-family residential units
and the related public improvements on the Property, Developer agrees to construct, develop and maintain
the Property as follows:
1. RIGHT TO PROCEED. The City shall not issue a building permit and Developer shall
not construct upon the Property in any manner, or begin the Development Work until all of the following
Page 2
conditions have been satisfied: 1) the final Plat and this Agreement have been fully executed by all parties
and recorded in the office of the Scott County Recorder or Registrar or Titles as applicable; 2) the necessary
Security, deposits, fees and insurance have been received by the City, and 3) the City Engineer or his/her
designee has issued a letter that all conditions have been satisfied and that the Developer may proceed.
2. PHASED DEVELOPMENT. This Agreement represents approval only of the units
identified above and the related improvements set forth on the final Plat and Plans. It does not represent
approval of any additional development including any proposed future phases.
3. DEVELOPMENT PLANS.
A. The Property shall be developed in accordance with the final plans identified below, subject
to such changes and modifications as provided herein (“Plans”). The Plans shall not be attached to this
Agreement, but are incorporated by reference and made a part of this Agreement as if fully set forth herein.
If the Plans vary from the written terms of this Agreement, the more specific or stringent controls shall apply.
The Plans are:
Plan A -- Final Plat as stamped approved by the City Engineer or his/her designee
(Prepared by Probe Engineering Company, Inc.) subject to the changes and
modifications set forth in the Resolution.
Plan B -- Final Grading, and Erosion Control Plan(s) including Storm Water Pollution
Prevention Plan (“SWPPP”) as stamped approved by the City Engineer or
his/her designee (Prepared by Probe Engineering Company, Inc.)
Plan C -- Plans and Specifications for Developer Installed Public Improvements as
stamped approved by the City Engineer or his/her designee (Prepared by
Probe Engineering Company, Inc.)
Plan D -- Landscape Plan as stamped approved by the City Community Development
Director or his/her designee (Prepared by Probe Engineering Company, Inc.)
B. In addition, Developer shall grade, construct upon, and improve the Property pursuant to
all requirements of this Agreement, the Resolution, the Prior Lake City Code, the City's Public Works
Design Manual (“PWDM”), and the direction of City Manager or his/her designee. All improvements and
other work required by the Plans, the Developer Installed Public Improvements, and such other work as
Page 3
is required by this Agreement, the Resolution or the documents or parties identified above are hereafter
referred to as the "Development Work." Developer shall be responsible for all costs related to the
Development Work.
4. DEVELOPER INSTALLED PUBLIC IMPROVEMENTS.
A. The Developer shall install and pay for the public improvements identified in the Plans,
hereinafter referred to as the “Developer Installed Public Improvements”, which may include but are not
limited to: Sanitary Sewer System, Water System, Storm Sewer, Streets, Concrete Curb and Gutter, Street
Lights, Site Grading and Ponding, Underground Utilities, Traffic Control Signs, Street Signs, Setting of Iron
Monuments, Sidewalks, Trails, and Boardwalks, Landscaping and Wetland Buffer Signage. All Develoepr
Installed Public Improvements shall be dedicated or conveyed to the public, and shall be located within
public property, right-of-way, or easement dedicated to the public.
B. Developer shall complete all Developer Installed Public Improvements and obtain the City
Council’s written acceptance of the Developer Installed Public Improvements no later than December 31,
2027. The December 31, 2027 deadline may be extended, with written approval by the City Engineer, due
to a delay in the Scott County CSAH 12 / CSAH 17 intersection improvement project which impacts the
Developer’s ability to complete the Developer Installed Public Improvements. The final wear course on
streets shall be installed by October 31st of the same year the base layer of asphalt is installed. If the final wear
course is not installed by the date required herein, no additional building permits shall be issued for the
Property until the punch list is complete and the final wear course installed. All punch list items shall be
completed before the final wear course is installed in order to allow for inspection. Any modifications to this
section are to be proposed in writing and approved by the City Engineer.
C. Developer shall mark and label the GPS coordinates of the Developer Installed Public
Improvements as the improvements are constructed. All of the following items must be marked and labeled
and the data provided to the City in a form compatible with ArcGIS.
Page 4
• Watermain – bends, tees, valves, crosses, sleeves, services corps, curb stops, future stubs.
• Sanitary sewer – manholes, service wyes, service stubs, cleanouts, future sanitary sewer stubs.
• Storm Sewer – manholes, catchbasins, outlet structures, flared end sections, cleanouts, tile, valves.
• Signs – all developer installed signs and type of sign.
The City Council will not accept the Devleoper Installed Pubilc Improvements unless the GPS coordinates
for all of the listed items are provided. If Developer fails to provide the required coordinates, Developer will
be required to re-access the improvements, mark and label the GPS coordinates and then restore the
improvements.
D. As a condition of the City Council’s acceptance of the Developer Installed Public
Improvements, the Developer’s engineer shall by written letter certify to the City that the Developer’s
engineer made reasonable inspections of the Developer Installed Public Improvements and that the
Developer Installed Public Improvements were built in accordance with this Agreement.
E. Upon the City Council’s written acceptance, by City Council Resolution, of the Developer
Installed Public Improvements, the Developer Installed Public Improvements shall automatically become
property of the City without further notice or action. The Developer shall be responsible for all
maintenance of the Developer Installed Public Improvements until written acceptance by the City Council.
F. Under no circumstances shall Developer charge or assess, directly or indirectly, any fee,
charge, assessment or consideration, to any party, for connection or access to, or service by, any Developer
Installed Public Improvement.
5. PROJECT TESTING. The Developer is responsible, at the Developer’s sole cost, to provide
testing to certify that Developer Installed Public Improvements were completed in compliance with the Plans.
The personnel performing the testing shall be certified by the Minnesota Department of Transportation. The
City Engineer or his/her designee has the sole discretion to determine if additional testing is necessary. The
cost of additional testing is to be paid by the Developer.
Page 5
6. FINAL PLAT AND AS-BUILTS.
A. Within 30 days after the completion of the Developer Installed Public Improvements,
Developer shall supply the City a complete set of reproducible “as constructed” plans, and four complete
sets of blue line “as constructed” plans, all prepared in accordance with City standards. In addition,
Developer shall provide the City with an as-built grading plan and a certification by a registered land surveyor
or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by
the City. The Security shall not be released until the as-builts have been received by the City. The as-built
plans shall include field verified elevations of the following: a) cross sections of ponds, b) location and
elevations along all swales and ditches, and c) lot corners and house pads. The Developer shall also submit
a land tabulation certified by a registered engineer showing that all pads have been corrected in accordance
with project specifications.
B. The Developer shall submit the final Plat in electronic format. The electronic format shall be
compatible with the City's current software. In addition, upon completion of the project the Developer shall
provide the City with as-built utility plans in electronic format compatible with the City’s current software
and with layers, colors, and line-types formatted in accordance with City standards. Additionally, three (3)
full size (22 X 34 inch) paper copies and one (1) reduced (11 X 17 inch) copy shall be certified and submitted
to the City.
7. MONUMENTS. Before the Security is released, Developer shall install iron monuments in
accordance with Minn. Stat. §505.021. The Developer's surveyor shall submit a written notice to the City
certifying that the monuments have been installed.
8. WARRANTY. Developer warrants all Developer Installed Public Improvements against
any defects, poor material and faulty workmanship for a period of two years after its completion by
Developer and acceptance by the City Council. Any replacement work shall be so warranted for two years
after its completion by Developer and acceptance by the City Council. Both the Developer Installed Public
Page 6
Improvement warranty period described in this paragraph and the landscape warranty period described in
paragraph 20 below are hereinafter referred to as the “Warranty Period”.
9. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a non-revocable license to enter the Property to perform all work and inspections deemed
appropriate by the City in conjunction with the development of the Property.
10. EROSION CONTROL.
A. Developer shall be responsible for constructing and maintaining all grading, storm
water/drainage infrastructure, and erosion control in compliance with the Plans, the City Engineer or
his/her designee’s requirements, and the individual building/grading plan for each specific lot, until the
later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in
writing; or (ii) a certificate of occupancy has been issued for each specifc lot.
B. Developer shall install silt fence prior to lot construction to avoid erosion to adjoining
properties, public sidewalk or the public street; locate all garbage roll offs and dumpsters, or cause the
same to be located, on the Property and not on public property; and install protection at catch basins to
prevent silt and debris from entering the storm sewer.
C. Developer shall seed or lay cultured sod in all boulevards and restore all other areas disturbed
by the Development Work within thirty (30) days of the completion of street related improvements.
Boulevard and Area Restoration shall be in accordance with the approved erosion control plan and SWPPP.
No building permits will be issued until the Developer has installed silt-fence behind the curb of all
buildable lots, other than for the six (6) model home permits as allowed below. Developer shall be
responsible for the maintenance of any silt fence installed. Upon request of the City Engineer or his/her
designee, the Developer shall remove the silt fences after turf establishment.
D. Prior to initiating site grading, the erosion control plan and SWPPP shall be implemented
by the Developer and inspected and approved by the City Engineer or his/her designee. The City Engineer
Page 7
or his/her designee may require the Developer, at no cost to the City, to install additional erosion control
measures if they are necessary to meet erosion control objectives. All areas disturbed shall be reseeded
immediately after the completion of the work in that area. All seeded areas shall be mulched and disc
anchored as necessary for seed retention.
E. No development, utility or street construction will be allowed unless the Property is in full
compliance with the erosion control requirements.
11. CONSTRUCTION ACCESS. Construction traffic access is restricted to 170th Street SE and
Langford Avenue. No construction traffic is permitted on other adjacent local streets.
12. SCOTT COUNTY PROJECT COORDINATION. Any closure, restriction, modification, or
temporary alteration of 170th Street associated with the Development Work that may affect access to
Springview Meadows, located south of 170th Street, shall be coordinated with and approved by the City and
Scott County prior to commencement of such work. Developer shall coordinate its construction schedule,
access, traffic control, and staging with the City and Scott County as necessary to maintain appropriate access
to Springview Meadows during construction. Developer shall not commence Development Work within the
170th Street East right-of-way until the City has issued written notice to proceed.
13. IMPROVEMENTS REQUIRED BEFORE ISSUANCE OF BUILDING PERMITS.
A. Wetland Buffer Signage must be installed prior to the issuance of any building permits, other
than for the six (6) model home permits as allowed below, within the Property and in accordance with the
requirements of the Public Works Design Manual.
B. A Temporary Certificate of Occupancy may be issued for six (6) model homes as allowed
below upon the completion of a base course of asphalt. A temporary or permanent certificate of occupancy
shall not be issued for any other building on the Property until water and sanitary sewer improvements have
been installed and the streets have been completed and said improvements have been inspected and
determined by the City Engineer or his/her designee to be available for use.
Page 8
C. Notwithstanding any other provision of this Agreement, the City will issue a building permit
for up to six (6) model homes and a temporary parking lot upon Developer’s compliance with the following
requirements: (1) approval of the building plans by the Building Official; (2) approval of a site survey for
the model home(s) and parking lot(s) by the City Community Development Director, (3) presence of a paved
street within 300 feet of a model home and presence on said paved street of a fire hydrant within 300 feet of
a model home and approval by the Fire Chief. Temporary Certificates of Occupancy may be issued for the
six (6) model homes based on compliance with the conditions above. No permanent or temporary certificates
of occupancy shall be issued for any other unit until both lifts of bituminous pavement have been installed
and the water and sanitary sewer improvements have been inspected and determined by the City Engineer or
his/her designee to be available for use.
14. CONSTRUCTION OBSERVATION. The City’s authorized personnel or contractors shall
provide construction observation during the installation of the Developer Installed Public Improvements in
accordance with the PWDM. These services by the City shall include:
A. Construction observation during installation of required Developer Installed Public
Improvements, which include grading, sanitary sewer, water main, storm sewer/ponding and street system.
B. Documentation of construction work and all testing of Developer Installed Public
Improvements.
C. Field document as-built location dimensions for sanitary sewer, water main and storm sewer
facilities. The Developer’s Engineer is responsible for data collection and preparation of as-built record plans.
D. Erosion Control SWPPP Inspections until site is permanently established or all lots have
completed sale.
15. DEDICATIONS, CONVEYANCES, EASEMENTS AND VACATIONS.
A. Developer shall convey to the City, through dedication in the final Plat or a separate
conveyance document, fee title or an easement (whichever is required by the City Attorney), all of the
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following: (i) the property encompassing all Developer Installed Public Improvements, (ii) property
necessary for all public and private connections and access to all Developer Installed Public
Improvements, (iii) property for streets, sidewalks, and trails identified in the Plans; (iv) any property for
park dedication, and (v) all other property interests, conveyance of which is required by this Agreement.
B. Developer shall obtain the written approval of the City Attorney and the City Engineer or
his/her desingee of the form of the conveyance documents and the location of all easements or fee title
conveyances required by this Agreement.
C. With respect to any interest in all portions of the Property which Developer is required,
pursuant to this Agreement, to dedicate or convey to the City ("Dedicated Property"), Developer represents
and warrants as follows now and at the time of dedication or conveyance: (i) that Developer has
marketable fee title free and clear of all mortgages, liens, and other encumbrances to the Dedicated
Property. Prior to final plat approval, Developer shall provide to the City a current title insurance policy
insuring such a condition of title; (ii) that Developer has not used, employed, deposited, stored, disposed
of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance,
hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to
42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and
contaminants hereafter referred to as "Hazardous Substances"); (iii) that Developer has not allowed any
other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Property, any
Hazardous Substances; and (iv) that to the best of its knowledge, Developer warrants that no previous
owner, operator or possessor of the Property deposited, stored, disposed of, placed or otherwise allowed
in or on the Property any hazardous substances.
D. Developer shall convey to the City via Warranty Deed and at no cost to the City, fee title
to Outlots A, B, C, D as shown on the Final Plat.
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E. Developer agrees to indemnify, defend and hold harmless City, its successors and assigns,
against any and all loss, costs, damage and expense, including reasonable attorneys’ fees and costs, that
the City incurs because of the breach of any of the above representations or warranties and/or resulting
from or due to the release or threatened release of Hazardous Substances which were, or are claimed or
alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or
allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or
representatives.
16. DEPOSITS/ESCROWS.
A. Deposit for Legal Fees. Developer shall be responsible for all reasonable legal fees incurred
by the City relating to revisions and amendments to and enforcement of this Agreement. Developer shall
make a cash deposit with the City for legal fees incurred by the City. If the cash deposit is exhausted, the
City Engineer or his/her designee may require that Developer submit additional funds to replenish the
cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer direclty for
such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all
work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished.
Any balance remaining in the cash deposit after the expiration of the Warranty Period shall be returned to
the Developer.
B. Construction Observation Deposit. Developer shall be responsible for all construction
observation costs incurred by the City relating to this Agreement. Developer shall make a cash deposit
with the City for construction observation. If the cash deposit is exhausted, the City Engineer or his/her
designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively,
the City Engineer or his/her designee may invoice the Developer directly for such costs and Developer
shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the
Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining
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in the cash deposit after the City Council’s final acceptance of the Developer Installed Public
Improvements shall be returned to the Developer.
17. FEES AND CHARGES. Developer shall pay the fees and charges identified below, set
forth in the City Fee Schedule and described in detail in Exhibit B prior to any work occurring on the
Property. Fees and charges are nonrefundable. Such fees and charges may include but are not limited to
the following:
A. Administrative Fee. Developer shall pay to the City an Administrative Fee based on
construction cost estimates to reimburse the City for costs incurred.
B. Park Dedication Fee. Prior to release of the final Plat, Developer shall pay cash park
dedication fees for the Property as required by City Code in effect as of the date of the plat approval.
C. Tree Preservation and Replacement.
D. Trunk Storm Water Acreage Charge.
E. Trunk Water Acreage Charge.
F. Trunk Sewer Acreage Charge.
G. Street Light Operational Costs.
H. Chip Seal Fee.
18. MAINTENANCE OF PLATTED LOTS. Developer shall provide ongoing maintenance
of all platted lots on the Property, including but not limited to mowing and weed control, sidewalk clearing
(ice, snow, building materials, eroded materials, and other debris), storm water and erosion control, and
other maintenance issues for which the Developer receives notice from the City Manager or his/her
designee. Developer’s obligations pursuant to this paragraph shall continue until the later of: (i) such time
as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) until each
specific lot is sold.
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19. OVERSIZING.
A. Oversizing is the construction of a Developer Installed Public Improvement to City
specifications that exceeds those that would be required of the Developer in order to serve additional
development. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage
facilities, and road improvements. If the City Engineer or his/her designee determines that oversizing is
required for sanitary sewer, water or storm drainage, the City shall reimburse the Developer for the costs
associated with this work. City and Developer agree that the cost of system oversizing to be reimbursed to
the Developer is based upon the following: a cost estimate by the City Engineer or his/her designee based on
an engineer’s estimate or contractors bid to be provided by the Developer; and application of the City's
Assessment Policy based on a final engineering design.
B. Notwithstanding the foregoing, costs, reimbursements, credits, and transfers associated
with the Scott County CSAH 12 / CSAH 17 intersection improvement project and oversizing paid to
Developer by City and Scott County shall be allocated as shown in Exhibit C to this Agreement. Exhibit
C shall identify the applicable obligations and transfers between Scott County, City and Developer. No
additional compensation will be paid to the Developer in the event that actual oversizing construction
costs exceed the estimates identified in Exhibit C.
20. LANDSCAPING (Single-Family Residential). In accordance with the City Subdivision
Code, each residential lot on the Property must have at least two (2) front yard trees. The City shall not issue
a building permit for a lot until two (2) front yard trees are planted or retained and a cash escrow or letter of
credit for the lot in question’s landscaping is provided to the City. The City shall not issue a certificate of
occupancy for a lot until the front yard, boulevard, and side yards to the rear of every structure have been
sodded, weather permitting. If the required landscaping is not installed, the City is granted a right of entry to
enter upon the lot and install the landscaping using the escrowed funds or letter of credit. Upon satisfactory
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completion of the landscaping on the lot, the escrowed funds less any draw made by the City, shall be returned
to the person who deposited the funds with the City.
21. LANDSCAPING. Landscaping for the Property shall comply with Plan D. Developer shall
warrant all required trees, whether the trees are to be retained or planted, for one (1) year from the later of: (i)
the planting of the tree; or (ii) the issuance of a certificate of occupancy to the lot upon which the tree is
located. A tree replaced under this warranty shall be warranted an additional one (1) year from the date of
the planting of the replaced tree. In additional to all other security required under this Agreement, Developer
shall provide to the City a cash escrow or letter of credit in the amount specified in Exhibit B to secure the
planting and retainage of the required trees and to secure this warranty. If Developer fails to plant or retain
the required trees or fails to comply with this warranty, the City may draw upon the escrowed funds or letter
of credit to plant or replace required trees. Developer may periodically request reductions of the escrowed
funds or letter of credit and the City Engineer or his/her designee may approve such a request in an amount
of the value of each healthy tree for which the warranty has expired as determined by the City Engineer or
his/her designee. No tree plantings shall be placed within five (5) feet of a sanitary sewer, storm sewer, or
water main line. All plantings permitted in public right-of-way/boulevard areas shall be placed a minimum
four (4) feet behind the curb, be of deciduous species (no coniferous species), and be located outside of a fifty
(50) foot sight triangle at street corners.
22. SECURITY.
A. To guaranty compliance with the terms of this Agreement, Developer shall furnish the City
an irrevocable letter of credit or other security deemed acceptable to the City Attorney and City Engineer
or his/her designee (“Security”) in the following amounts:
i. 125% of projected costs for the Developer Installed Public Improvements which
will be completed by the Developer as certified to by a registered engineer and
approved by the City Engineer or his/her designee.
ii. 125% of projected costs for the grading, drainage, wetland and erosion control plan,
including storm water calculations from proposed impervious surfaces which will
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be completed by the Developer as certified by a registered engineer and approved
by the City Engineer or his/her designee.
iii. 125% of projected costs for the landscape plan, as certified by a registered engineer
and approved by the City Engineer or his/her designee.
B. This, and any other breakdown, is for establishing the amount of the Security not a restriction
on the use of the Security. All Security held by the City may be used in any manner allowed by this
Agreement, to reimburse the City for any costs incurred related to this Agreement and the project, and/or to
cure any breach of this Agreement.
C. The Security shall be in the form attached hereto as Exhibit D or other form as approved by
the City Attorney in writing and shall be from a bank approved by the City Attorney. The bank shall be
authorized to do business in the State of Minnesota. The Security shall extend through completion,
acceptance by the City Council and the Warranty Period of the Developer Installed Public Improvements.
D. In the event that Developer fails to comply with the terms of this Agreement (“breach”),
the City may draw on the Security in whole or in part without notice by delivering or mailing by certified
mail to the issuer a statement identifying the amount of the draw and reason for the draw. In addition, if
the Development Work is not completed at least 30 days prior to the expiration of the Security, the City
may draw on the Security in the same manner. The City shall not be under any obligation to cure any
breach of the terms of this Agreement with the proceeds from the Security, but may, at the City’s sole
option, cure the breach or retain the proceeds from the Security until Developer cures the breach. In the
event the breach is fully cured by Developer, the City shall then release to Developer such retained draw
proceeds, less any expenses incurred by the City as a result of the breach (including but not limited to
engineer’s, attorney’s, and other consultant fees and costs).
E. If the City makes a draw on the Security, Developer shall immediately replenish the
Security to an amount then sufficient to cure any breach plus 125% of the cost of all Development Work
then remaining for which the Security was required.
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F. The City Engineer or his/her designee may, from time to time, and only if Developer is
otherwise in compliance with all terms of the Agreement, approve a reduction in the amount of the
Security based upon work completed. The City shall at all times throughout construction and the Warranty
Period maintain a minimum $50,000 or 10% of the Development Work for which Security was required,
whiciever is greater.
23. CLEAN UP AND DAMAGE:
A. Developer assumes full financial responsibility for any damage which may occur to public
property including but not limited to streets, street sub- base, base, bituminous surface, curb, utility system
including but not limited to water main, sanitary sewer or storm sewer when said damage occurs as a result
of the activity which takes place during the development of the Property. Developer further agrees to pay
all costs required to repair the streets, utility systems and other public property damaged or cluttered with
debris when occurring as a direct or indirect result of the construction that takes place on the Property.
B. Developer shall clean the streets every day or as required by the City Engineer or his/her
designee.
C. Developer agrees that any damage to public property occurring as a result of construction
activity on the Property shall be repaired immediately if deemed to be an emergency by the City Engineer
or his/her designee. Developer further agrees that any damage to public property as a result of construction
activity on the Property shall be repaired within 14 days if not deemed to be an emergency by the City
Engineer or his/her designee.
24. NON-INTERFERENCE WITH ADJOINING PROPERTIES. All work performed by
Developer and Developer’s contractors and subcontractors shall be performed exclusively upon the
Property. Any work related to roads, trails, drainage, and utility improvements, which are specified herein
to occur on land outside the Property, shall occur exclusively within the appropriate easement boundaries
for such work. In no event shall any work performed by Developer or Developer’s contractors and
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subcontractors interfere with other properties, right-of-ways, or easements.
25. DEVELOPER’S RESPONSIBILITY FOR CODE VIOLATIONS: In the event of a
violation of City Code relating to use of the Property during construction thereon or failure to fulfill an
obligation imposed upon the Developer pursuant to this Agreement, City shall give 72 hour notice of such
violation in order to allow a cure of such violation, provided however, City need not issue a building or
occupancy permit for construction or occupancy on the Property while such a violation is continuing,
unless waived by the City Engineer or his/her designee. The existence of a violation of City Code or the
failure to perform or fulfill an obligation required by this Agreement shall be reasonably determined by
the City Manager or his/her designee.
26. DEVELOPER'S RESPONSIBILITY FOR ITS CONTRACTORS: Developer shall
release, defend and indemnify City, its elected and appointed officials, employees and agents from and
against any and all claims, demands, lawsuits, complaints, loss, costs (including attorneys’ fees), damages
and injunctions relating to any acts, failures to act, errors, omissions of Developer or Developer's
consultants, contractors, subcontractors, suppliers and agents. Developer shall not be released from its
responsibilities to release, defend and indemnify because of any inspection, review or approval by City.
27. RESPONSIBILITY FOR COSTS. Except as otherwise specified herein, Developer shall
pay all costs incurred by it or the City in conjunction with the development of the Property, including, but
not limited to, legal, planning, engineering, design, development, construction, clean up, repair, easement
and land acquisition, and inspection expenses incurred in connection with (i) review, approval, denial, and
implementation of zoning, CUP, platting, site and building plan, and any other reviews, approvals, or
denials by the City and any other reviewing authority; (ii) the Developer Installed Public Improvements;
(iii) the Property; (iv) the preparation and review of the Agreement and other documents referred to in the
Agreement or related to the Development Work; and (v) enforcing the terms of this Agreement. Developer
shall pay in full all bills submitted to it by the City, in accordance with this Agreement, within 30 days
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after receipt.
28. DEVELOPER'S DEFAULT.
A. Definition. In the context of this Agreement, “Event of Default” shall include, but not be
limited to, any one or more of the following events: (1) failure by the Developer to pay in a timely manner,
all fees, charges, taxes, claims and liabilities, including but not limited to all real estate property taxes, utility
charges, and assessments with respect to the Property; (2) failure by the Developer to construct the Developer
Installed Public Improvements pursuant to the terms, conditions and limitations of this Agreement; (3) failure
by the Developer to observe or perform any covenant, condition, obligation or agreement on its part to be
observed or performed under this Agreement; (4) transfer of any interest in the Property without prior written
approval by the City Council (for the purpose of this paragraph, the sale of a lot, except an outlot, to a builder
is not an event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to
reimburse the City for any costs incurred by the City or to pay when due the payments required to be paid or
secured in connection with this Agreement; (7) failure by the Developer to renew the Security at least thirty
(30) days prior to its expiration date; (8) receipt by the City from the Developer’s insurer of a notice of pending
termination of insurance; (9) failure to maintain a current insurance certificate on file with the City meeting
City requirements; (10) failure to maintain the required insurance, bonds or Security; (11) a breach of any
provision of this Agreement; (12) if any representation made by Developer in this Agreement, is inaccurate,
either when made or at a later date; (13) failure by Developer to pay its debts as they become due, the
voluntary or involuntary filing of a petition in bankruptcy, an assignment by Developer for the benefit of its
creditors, or the appointment of a receiver for (a) Developer; (b) all or any substantial portion of Developer’s
assets; (c) the Property; or (14) if Developer is in default under any mortgage or other pledge, guaranty or
security agreement.
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B. Event of Default - Remedies. Whenever an Event of Default occurs, the City, through the
City Manager, City Engineer, City Community Deveopment Director, City Attorney or any of their
designees, may take any one or more of the following actions:
1. The City may suspend its performance under this Agreement.
2. The City may draw upon or bring action upon any or all of the securities provided to
the City pursuant to any of the terms of this Agreement.
3. The City may take whatever action, including legal or administrative action, which
may be necessary or desirable to the City to collect any payments due under this Agreement or to enforce
performance and/or observance of any obligation, agreement or covenant of Developer under this Agreement.
4. The City may suspend issuance of building permits and/or certificates of occupancy
on any of the lots, including those lots sold to third parties.
5. The City may suspend the release of any escrowed dollars.
6. The City may use deposit or escrow dollars or other security to satisfy any outstanding
financial obligations to the City including but not limited to all real estate property taxes, utility charges, and
assessments with respect to the Property;
7. The City is hereby granted the option, but not the obligation, to complete or cause
completion in whole or part of all of the Developer’s obligations under this Agreement. This Agreement is a
license for the City to act, and it shall not be necessary for the City to seek a court order for permission to
enter the Property and cure the default, including but not limited to, completion of the Development Work.
When the City does any such work all costs incurred by the City in performing such work shall be recoverable
by it from the Security, and shall also constitute a lien on the Property, and the City may, in addition to its
other remedies, collect the costs in whole or in part as special assessments as specified in Chapter 429 of the
Minnesota Statutes. Developer knowingly and voluntarily waives all rights to appeal said special assessments
under Minnesota Statutes Section 429.081.
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C. Notice. In a non-emergency, Developer shall first be given written notice of the Event of
Default not less than 48 hours prior to City’s curing the default or exercising a remedy, or such other period
of time as the City, in its sole discretion, deems reasonable under the circumstances. If, in the City’s judgment,
an Event of Default results in a threat to the public health, safety or welfare, the City may act to correct the
default without notice.
D. Election of Remedies. No remedy conferred in this Agreement is intended to be exclusive
and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more
remedies shall not constitute a waiver of any other remedy. The City may, but is not obligated to, exercise
any of the remedies referred to in this paragraph 27.
29. NOTICES.
A. Required notices to the Developer shall be in writing, and shall be either hand delivered to the
Developer, its employees or agents, or mailed to the Developer by United States mail at the following address:
16154 Main Avenue SE Suite #110 E, Prior Lake, MN, 55372. Notices to the City shall be in writing and
shall be either hand delivered to the City Manager, or mailed to the City by United States mail in care of the
City Manager at the following address: City of Prior Lake, 4646 Dakota Street SE, Prior Lake, Minnesota
55372. Concurrent with providing notice to the City, notice(s) shall be served upon the City Attorney at the
following address: Campbell Knutson, Grand Oak Office Center I, 860 Blue Gentian Road, Suite #290,
Eagan, MN 55121.
B. Notices shall be deemed effective on the date of receipt. Any party may change its address
for the service of notice by giving written notice of such change to the other party, in any manner above
specified, 10 days prior to the effective date of such change.
C. Notice related to an Event of Default shall include the following: (1) the nature of the breach
of the term or condition that requires compliance by the Developer, or the Event of Default that has occurred;
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(2) what the Developer must do to cure the breach or remedy the Event of Default; and (3) the time the
developer has to cure the breach or remedy the Event of Default.
30. INDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council,
agents, employees, attorneys and representatives harmless against and in respect of any and all claims,
demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages,
recoveries, and deficiencies, including interest, penalties, and attorneys’ fees, that the City incurs or suffers,
which arise out of, result from or relate to this Agreement or the Development Work. The responsibility to
indemnify and hold harmless the City, its Council, agents, employees, attorneys and representatives does not
extend to any willful or intentional misconduct on the part of any of these individuals.
31. NO THIRD PARTY RECOURSE. The City and Developer agree that third parties shall have
no recourse against the City under this Agreement. The Developer agrees that any party allegedly injured or
aggrieved as a result of the City Council’s approval of the final Plat shall seek recourse against the Developer
or the Developer’s agents. In all such matters, including court actions, the Developer agrees that the
indemnification and hold harmless provisions set out in paragraph 29 shall apply to said actions. This
Agreement is a contract agreement between the City and the Developer. No provision of this Agreement
inures to the benefit of any third person, including the public at large, so as to constitute any such person as a
third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to
any cause of action for any person not a party hereto.
32. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out
and maintain or cause to be taken out and maintained, until the expiration of the Warranty Period, a policy
of insurance with limits for bodily injury, death, and property damage of not less than $1,000,000.00 per
occurence and $2,000,000.00 aggregate. The City, its elected and appointed officials, officers, employees,
planners, engineers, attorneys, and agents shall be named additional insureds on any such policy. The
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insurance certificate shall provide that the City shall be given 30 days advance written notice before any
modification, amendment or cancellation of the insurance becomes effective.
33. FINAL PLAT AND DEVELOPMENT AGREEMENT. The final Plat and Agreement
shall be recorded with the Scott County Recorder or Registrar of Titles, as applicable within 90 days of
approval by the City Council. The final plat shall be considered void if not recorded within the 90 days
provided for herein unless a request for a time extension is submitted in writing and approved by the City
Council prior to the expiration of the 90-day period.
34. RECONSIDERATION OR RESCISSION. If Developer fails to proceed in accordance
with this Agreement within twenty-four (24) months of the date hereof, Developer, for itself, its
successors, and assigns, shall not oppose the City’s reconsideration and rescission of all approvals issued
in connection with this Agreement, thus restoring the status of the Property before the Agreement and all
such approvals.
35. SIGNS. The Developer hereby waives any claim against the City for removal of signs
placed in the right-of-way in violation of the City Code or State Statutes. The City shall not be responsible
for any damage to, or loss of, signs removed.
36. MISCELLANEOUS.
A. Compliance With Other Laws. The Developer represents to the City that the Plat and the
Developer in performing all work under this Agreement shall comply with all county, metropolitan, state,
and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and
environmental regulations. If the City Engineer or his/her designee or the City Attorney determines that the
Plat or Developer is not in compliance, the the City Engineer or his/her designee or the City Attorney may,
at his/her option, refuse to allow construction or Development Work on the Property until the Developer does
comply. Upon such demand, the Developer shall cease work until there is compliance.
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B. Permits. The Developer shall obtain all necessary approvals, permits and licenses from the
City, and any other regulatory agencies and the utility companies. All costs incurred to obtain said approvals,
permits and licenses, and also all fines or penalties levied by any agency due to the failure of the Developer
to obtain or comply with conditions of such approvals, permits and licenses, shall be paid by the Developer.
C. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions
of this Agreement.
D. Amendments. There shall be no amendments to this Agreement unless in writing, signed by
the parties and approved by resolution of the City Council.
E. Waiver. Failure of the City to require performance of any provision of this Agreement shall
not affect its right to require full performance of this Agreement at any time thereafter and the waiver by the
City of a breach of any such provision shall not be a waiver of any subsequent breach and shall not nullify
the effectiveness of such provision.
F. Assignment. The Developer may not assign this Agreement without the prior written
approval of the City Council. The Developer's obligation hereunder shall continue in full force and effect
even if the Developer sells one or more lots, the entire Property, or any part of it.
G. Interpretation. This Agreement shall be interpreted in accordance with and governed by the
laws of the State of Minnesota. The words herein and hereof and words of similar import, without reference
to any particular section or subdivision, refer to this Agreement as a whole rather than to any particular section
or subdivision hereof. Titles in this Agreement are inserted for convenience of reference only and shall be
disregarded in constructing or interpreting any of its provisions.
H. Successors and Assigns. Provisions of this Agreement shall be binding upon and
enforceable against Developer’s successors and assigns including but not limited to all purchasers and
owners of all or any part of the Property and their successors and assigns.
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I. Performance Standards. The Property shall be developed and operated in a manner
meeting all applicable noise, vibration, dust and dirt, smoke, odor and glare laws and regulations.
J. No City Liability. Except for the intentional acts of the City or its employees and
contractors, no failure of the City to comply with any term, condition, covenant or agreement herein shall
subject the City to liability for any claim for damages, costs or other financial or pecuniary charges.
37. PLANNED UNIT DEVELOPMENT. The Property is being developed as a Shoreland
Planned Unit Development. The City Council has found that the proposed development of the Property is
in compliance with City Code Section Chapter 10 Article IV Division 4.. The Property shall be developed
in compliance with Resolution No. 26-_____ dated October 13, 2026, and the plans approved by that
Resolution.
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CITY OF PRIOR LAKE
By: ________________________________
Kirt Briggs, Mayor
By: ________________________________
Jason Wedel, City Manager
STATE OF MINNESOTA )
(ss.
COUNTY OF SCOTT )
The foregoing instrument was acknowledged before me this _____ day of ____________, 20____,
by Kirt Briggs, Mayor, and by Jason Wedel City Manager, of the City of Prior Lake, a Minnesota municipal
corporation, on behalf of the corporation and pursuant to the authority granted by its City Council.
_____________________________________
NOTARY PUBLIC
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Campbell Shores, LLC
By: ________________________________
Its: ________________________________
STATE OF MINNESOTA )
(ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ______ day of ____________, 20____,
by __________________________________ as _____________________________________________of
_________________________________, on behalf of the company.
_____________________________________
NOTARY PUBLIC
DRAFTED BY:
City of Prior Lake
4646 Dakota Street SE
Prior Lake, Minnesota 55372
EXHIBIT A
TO DEVELOPMENT AGREEMENT
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Page 27
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EXHIBIT B
TO DEVELOPMENT AGREEMENT
Deposit/Escrow Amt Per Total
Construction Observation Deposit 8% of Public Improvements = $344,973.79
forportion completed byDeveloper)
TOTAL Deposit/Escrow $344,973.79
Fee Amt Per Total
Administrative Fee 6% of Public Improvements = $258,730.34
forportion completed byDeveloper)
Park Dedication Fee $ 3,750.00 X 62 Units = $232,500.00
Trunk Sanitary Sewer Acreage $ 5,975.00 X 21.97 Acres = $131,271.00
Trunk Water Acreage $ 3,600.00 X 21.97 Acres = $79,092.00
Trunk Storm Sewer Acreage $ 5,300.00 X 21.97 Acres = $116,441.00
Chip Seal Fee (Public Streets) $2.25 X 16,000 Sq Yds = $36,000
Developer Work constructed by = $211,076.70
Scott County
TOTAL Fee $1,065,111.04
Includes Developer Installed Public Imrovements which shall be constructed by Scott County as part of the
CSAH 12 / CSAH 17 Intersection Improvement Project.
Development Work (Completed by Developer)
Security Total
Sanitary Sewer = $742,587.19
Water Main = $663,717.31
Storm Sewer = $594,505.66
Streets/Sidewalks/Trails = $2,209,975.90
Grading/Erosion Control = $101,386.30
Subtotal = $4,312,172.36
TOTAL (125% ofsubtotal) 5,390,215.45
Page 30
Scott County ShareNotes
ITEM DESCRIPTIONUNITUNIT COST170th Street & Trail & Walls
QUANT.AMOUNTSTREETS - 170THClearingandGrubbing (P)A.C.$ 5,500.00SiltFence (Type Regular Wood) L.F.$ 1.65SiltFence (Type Heavy Duty Steel)L.F.$ 2.15RemoveExistBit. (Re-claim)S.Y.$ 3.65TopsoilStrippingSlopes (Measured)C.Y.$ 5.85SubgradeExcavation (EV) (P)C.Y.$ 5.85895.6$ 5,239.26 10% additional road width TopsoilRespreadC.Y.$ 5.85SubgradePreparation (2.5' BOC) (P) S.Y.$ 2.30710.1$ 1,633.23 10% additional road widthMNDOTTypeVGeotextileFabric (P)S.Y.$ 1.65710.1$ 1,171.67 10% additional road width24" MnDOT 3149 Select Granular Sand Subbase (P)S.Y.$ 19.52710.1$ 13,861.1510% additional road width8" Thick, MnDOT 3138, Class 5Agg. Base, 100% RECYCLEDS.Y.$ 7.48650.1$ 4,862.75 10% additional road widthUtilityConduitCrossings (pipe supplied by others)EACH$ 365.00 EXHIBIT CConcreteCurb & Gutter (B624)L.F.$ 21.903" MnDOT SPNWB330C Bit. Base Course (P) (ends atCurb end)S.Y.$ 15.06434$ 6,536.04 10% additional road width2" MnDOT SPWEA340C Bit. Binder Course (P)S.Y.$ 12.56434$ 5,451.04 10% additional road widthTO DEVELOPMENT AGREEMENT2" MnDOT SPWEA340C Bit. Wear Course (P)S.Y.$ 12.56434$ 5,451.04 10% additional road width MnDOT2357TackCoatGAL$ 4.5022$ 99.00 10% additional road width Oversizing) 3" Bituminous Trail SPWEB340B 170th & City 17S.Y.$ 37.701400$ 52,780.0050% of trailTrailPedestrianRampsEACH$ 2,500.001$ 2,500.00 50% of trailAdjustManholeCastingsEACH$ 650.00AdjustGateValveCastingsEACH$ 550.00 AdjustCatchBasinsEACH$ 140.00StreetCleaningForWearCourseInstallationL.S.$ 1,000.00OversizingPaidtoDeveloper by CityStripingAllowancePaintLatexL.F.$ 3.90 StormInletProtectionEACH$ 165.00Boulevardrestoration (Silt Fence at Back of Curb)L.F.$ 1.65 Oversizing Calculation TotalBoulevardSeedrestoration (8' Erosion Control Blanket at Back ofCurb)SY$ 1.74TrafficControl (Closure & Detour)EACH$ 7,500.00BigBlockRetainingWall - Includes 1' Bury (South Side)SF$ 63.00370.1$ 23,316.3010% of retaining wallBigBlockRetainingWall - Includes 1' Bury (North Side)SF$ 63.001847$ 116,361.0050% of retaining wallSanitarySewer = $160,668.895' high chain link fence, galvanized, on Retaining wallsLF$ 35.00241$ 8,435.00 50% North wall/10% South wall
PondExcavationCY$ 2.786900$ 19,182.0030% of stormwater pondWaterMain $163,356.22
Additionalright-of-waySF$ 2.258228$ 18,513.00Additional ROW for 12/17 RAB
170th Street Wetland ImpactsLS$ 65,000.00 10%$ 6,500.00 10% of wetland costs= Subtotal $324,025.11
ESTIMATED PROJECT CONSTRUCTION TOTALS$ 291,892.48SanitarySewerandWater oversizing includes extra depth
SCOTT COUNTY GRAND TOTAL$291,892.48
Oversizing paid by Scott County to City of Prior Lake as pass through to Developer in the total
amount of $291,892.48 via Cooperative Agreement between Scott County and the City of Prior Lake as
approved by the Prior Lake City Council on October 13, 2026 and considered by the Scott County Board
of Directors on October 20, 2026, unless denied or amended by the Scott County Board of Directors. Said
Cooperative Agreement includes development work completed by Developer in support of the CSAH 12
thCSAH17IntersectionImprovementProjectand170 Street construction as detailed below.
Page 31
EXHIBIT D
TO DEVELOPMENT AGREEMENT
SAMPLE IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City ofPriorLake
4646Dakota Street SE
Prior Lake, Minnesota 55372
Dear SirorMadam:
Byorderofourclient \[nameandaddress ofclient\] wehereby issueourstandby irrevocable Letter ofCreditforthe
account ofthe \[insert name ofclient\] foranamount oramounts nottoexceed intheaggregate U.S. Dollars $
Thousand andNo/100U.S. Dollars) effective immediately and
expiring atour \[insert address ofoffice\] on \[insertdate\] relative toourclient’sperformance underthat certaincontract
entitled \[insertnameofcontract/development agreement, etc.\] dated \[insertdateofcontract\].
Fundsunder thisLetter ofCredit areavailable against yoursightdraft(s) onus, forallorpart ofthisLetter ofCredit,
mentioning thereonour CreditNo.______. Eachsuchdraftmustbeaccompanied byyoursigned written statement tothe
effect that \[nameofclient\] hasfailed tocomply withtheterms andconditions oftheabove mentioned contract.
Presentation willalsobedeemed made uponourreceipt ofyourtelecopier transmission tousat (FAXNUMBER
insertfaxnumber\] _____________________) ofafacsimile oftheappropriate sightdraftand written statement completed
andsigned, together withyourtelephone advice tous at (TELEPHONE NUMBER \[insert telephone number\]
orsuchothernumber asweshallspecify toyou inwriting) ofyour sending the
above-described telecopier transmission. Failuretomake thetelephone advice willnot impair thevalidity ofthe
presentation. Ifpresentations aremade byfacsimile theoriginal documents arenotrequired.
Intheevent thatatleastthirty (30) dayspriortotheexpiry datelistedabove, thisLetter ofCredit isnotextended
foraperiod ofatleast oneyearorhasnotbeenreplaced with asubstitute Letter ofCredit acceptable toyou, thisLetter of
Credit isalso payable toyouuponpresentation tousofyourwritten statement mentioning thereonourCredit No.\[insert
number\] ____ and stating “Letter ofCredit No. \[insert number\] __________ hasnotbeenextended for aperiod ofatleast
oneyearfromthepresentexpiration dateandhasnotbeenreplaced withasubstitute Letter ofCreditacceptable tous.”
This letterofcredit shallautomatically extend forsuccessive one-yearterms unless atleastforty-fivedays
prior tothenextannual extension date of \[insert dayandmonth ofrenewal\] ________________ ofsuchyear, wedeliver
written notice by registered mailorovernight courier totheCitythatweintend nottoextend the letterofcredit for any
additional period. Ifsuchnotice isdelivered and theletterofcredit hasnotbeenreplaced withasubstitute letterofcredit
acceptable toyoubythedateofsaidnotice, thisletterofcredit isalsopayable toyouuponpresentation tousofyourwritten
statement mentioning thereon ourLetter ofCredit No. \[insert number\] ______________ andstating “Notice of
Modification, Cancellation orNon-Extension ofLetter ofCredit No. \[insert number\]_________________hasbeenreceived
and theletterofcredit hasnotbeen replaced withasubstitute letterofcredit acceptable tous.
Ifwe receive yoursightdraft(s) andstatement(s) asmentioned above, hereatouraddress \[insert address\], on or
before theexpirydate ofthisLetter ofCredit, wewillpromptly honor thesame. Ifaninterruption ofourbusiness occurred
asaresult ofanAct ofGod, riots, civilcommotion, insurrections, warsoranyothercauses beyondourcontrol, asdescribed
inArticle36 oftheUniform Customs andPractices forDocumentary Credits, UCP600 2007 which prevented us from
accepting and/orpaying youonthisLetter ofCredit, we undertake uponresumption ofourbusiness toacceptdrafts andpay
onthisLetter ofCredit provided yourdraft ispresented priororduring ourbusiness interruption orno laterthanthirty (30)
daysfollowing resumption ofourbusiness.
This Credit issubject totheUniform Customs andPractices forDocumentary Credits, UCP600 2007.
VeryTruly Yours,
Signature ofIssuer\]
Page 32
BM #1 BM #2
170TH STREET EAST
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NO.DATE REVISION SHEETS
1 8/14/2026 PER CITY COMMENTS ALL
PLAN SHEET INDEX
COVER SHEET 1.0
EXISTING CONDITIONS 2.0
GRADING PLAN 3.0 100 SCALE
3.1 50 SCALE EAST
3.2 50 SCALE NORTHWEST
3.3 50 SCALE SOUTHWEST
3.4 50 SCALE 170TH STREET WEST
STREET PLANS 4.0 SPRING VIEW LANE
4.1 STREET A
4.2 STREET B
4.3 STREET C
4.4 170TH STREET WEST
TREE PRESERVATION PLAN 5.0-5.3
DETAILS 6.0-6.3
EROSION CONTROL/SEEDING PLAN 7.0-7.3
SWPPP 8.0-8.1
CONSTRUCTION PLANS
FOR:
GRADING, STREETS AND DETAILS.
BENCHMARKS:
1:TNH =943.82 (NAVD 88)
2:TNH =945.36 (NAVD 88)
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SHEETCHECKEDDESIGNED
DATEDRAWN
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JOB NO.
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
CO
PM
AS SHOWN
18916.00
CO
7/17/2026
PRIOR LAKE MINNESOTA
COVER SHEET
CAMPBELL SHORES
1.0
DRAFT
CAMPBELL SHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
1
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HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88)
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GAUQUIE SARA
PID: 255220010
FDCIMFDIP
FD IP
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FD IP
15475
GRAVEL SURFACE BITUMINOUS SURFACE
BITUMINOUS SURFACE
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SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
CO
PM
AS SHOWN
18916.00
7/17/2026
PRIOR LAKE MINNESOTA
EXISTING CONDITIONS
CAMPBELL SHORES
2.0CAMPBELLSHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
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HP:
3
9462Elev94662
LP: 5+47.13
Elev: 945.23
LP: 1+64 13Elev: 944 66
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941.0
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944.5
150
SETBACK
LINE
1
5
0
S
E
T
B
A
C
K
L
I
N
E
150' SETBACK LINE
170TH STREET EAST
MA
R
S
C
H
A
L
L
R
O
A
D
WETLANDWETLANDWETLAND
CAMPBELL LAKE
OHWL:925.6 (NAVD 88)
HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88)
WETLAND
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FIELD FIT PROPOSED
BITUMINOUS TRAIL
SP
R
I
N
G
V
I
E
W
L
A
N
E
1
6
1
2
3
4
4
5
6
7
8
9
10
8
7
9
10
2
3
4
5
6
1
2
3
3
2
1
16 17
18
19
20
21
22
1
11
12
13
14
15
65
4
32
1
19
18
17
16
15
4
5
6
7
8
9
10
11
12
13
14
3
2
5
1
4
FILTRATION BASIN NORTH
BTM:931.0
100 YR. HWL:933.54
WET POND
NWL:929.0
100YR HWL:932.14
FILTRATION BASIN SOUTHWEST
BTM:930.0
100 YR. HWL:931.88
Low Area to be Temporarily Filled to 934.0 to
Facilitate Temp Storm Sewer.
Trail Construction to Coordinate
W/ Future County Road
Reconstruction
Future Roundabout
Layout Per Scott County
Future Underpass Per Scott County
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
94
4
7
943.1
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CO
CO
CO
CO
CO
CO
CO
DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTIONEASEMENTDEVELOPERTOOBTAINTEMPORARYCONSTRUCTIONEASEMENT
CO
FBLO
FBLO
FB
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DEVELOPER TO OBTAIN
TEMPORARY CONSTRUCTION EASEMENT
FBLO
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0018+15
HP: 4+87.96
Elev: 945.87
HP: 12+00.00
Elev: 941.53
LP: 10+51.03
Elev: 940.89
CA
M
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B
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REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
CO
PM
AS SHOWN
18916.00
7/17/2026
PRIOR LAKE MINNESOTA
GRADING PLAN
CAMPBELL SHORES
3.0
LOW FLOOR
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
LOW OPENINGS
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
1 FEET ABOVE EMERGENCY OVERFLOWS
SETBACKS:
FRONT YARD AND SIDE STREET 25 FEET
SIDE YARD 7.5 FEET
REAR YARD 25 FEET
HOUSE, DECKS AND PORCHES)
OHWL OF CAMPBELL LAKE 150 FEET
GRADING NOTES
1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF
2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A
MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES
2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE
OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY,
WATERSHED AND NPDES PERMIT.
3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF
CONSTRUCTION.
4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS.
6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION
REQUIREMENTS AND TESTING REQUIREMENTS.
7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE
PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS
CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE.
8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR
FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED
ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES.
9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES,
WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY
ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL.
10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL
EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS.
11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER
AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND
APPROVED BY THE CITY PRIOR TO INSTALLATION.
12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM.
13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM
THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE
14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND
FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN
LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS.
15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE
FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY.
16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT
CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION.
17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING
ACTIVITIES.
CO
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DRAFT
1
942.6
943.0
PROPOSED GARAGE
FLOOR ELEVATION
PROPOSED LOT NO.
PROPOSED
GROUND ELEVATION
HOUSE TYPE
LOWEST ALLOWABLE
FLOOR ELEVATION
4.
8DRIVEWAYSLOPE
934.0
FB
TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3
DROP GAR. X.X
PROPOSED
LOW OPENING
LO=943.3
DENOTES GRADING LIMITS
1
CAMPBELL SHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
DENOTES WETLAND BUFFER
944
940 94
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3
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LP: 5+47.13
Elev: 945.23
LP: 1+64 13Elev: 944 66
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932
934
170TH STREET EAST
MA
R
S
H
A
L
L
R
O
A
D
WETLAND
WETLAND
PROPOSED TURN LANE BY OTHERS
PROPOSED BITUMINOUS TRAIL BY OTH E R S
PR
O
P
O
S
E
D
B
IT
U
M
IN
O
U
S
T
R
A
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B
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H
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S
SP
R
I
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G
V
I
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W
L
A
N
E
FBLO
1
1
1
2
3
4
4
5
6
7
8
9
10
87
9
10
3
2
1
16 17
18
19
20
21
22
1
11
12
13
14
15
65
4
32
1
19
18
17
16
3
2
5
1
WET POND
BTM = 925.00
NWL = 929.00
100YR HWL = 932.14
FBLO
FBWO
FBLO
FBWO
FBLO
FBWO
FBWO
FBWO
FBLO
FBLO
FBLO
FB
FBLO
FBLO
FBLO
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FB
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947.3
FB
LO
FB
7.
4
946 5
939.3 942.5
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944.7
934.0
955.8 950.8
8.3%
5.7%
6.8%
4.3%
6.
7
6.
5
6.
4
5.
0
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7
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1
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8.2%
6.
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6.
9
7.0%
3.9%
4.6%
6.7%
7.3%
8.2%
8.3%
5.2%
7.8%
7.7%
8.4%
6.7%
5.
7
7
0
5.9
8.0%
7.6%
8.2%
9.0%
6.7%
944.4
946.3
945.1
94
5
5
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6
1
94
6
7
94
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3
94
6
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94
6
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94
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958.9
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961.8
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945.4
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93
2
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944.8
93
6
936
Low Area to be Temporarily Filled to
934.0 To Facilitate Temp Storm Sewer.
Trail Construction to Coordinate
W/ Future County Road
Reconstruction
Future Roundabout
Layout Per Scott County
Future Underpass Per Scott County
944.8
94
4
8
949.5
LO=958.8
LO=952.9
948.4
946.3
LO=950.8
944.2
LO=945.5
941.7
LO= 943.0
939.4
LO=940.7
938.4
LO=939.7
LF=937.6
LO=338.9
938.3
LO=939.6
941.5
LO=942.8
944.6
LO=945.9
946.5
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947.5
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948.0
LO=955.3
945.7
LO=950.8
942.3
LO=946.8
940.5
LO=941.8
938.7
LO=940.0
938.7
LO=
940 0
939.3LO
940
6
939.3LO=940.6
938.7
LO=940.0
938.1
LO=939.5
938.0
LO=943.2
938.7
LO=943.2
939.4
LO=940.7
938.7
LO=940.0
938.7
LO=940.0
938.1
LO=939.4
938.1
LO=939.4
939.5
LO=940.8
939.6
LO=940.9
938.1
LO=939.4
937.5
LO=938.8
936.2
LO=937.5
936.3
LO=940.8
937.1
LO=941.6
936.0
LO=945.3
938.2
LO=939.5
938.7
LO=943.2
938.0
LO=943.2
938.0
LO=943.2
94
4
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939.0938.2
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94
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945.5
945.5
CB
RIM:937.8
CB
RIM:937.8
CB
RIM:936.3
FES
INV=931.00 (18")
FES
INV:947.0 (15")
CB
RIM:936.5
FES
INV:929.0 (21")
93
8
7
943.2
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1
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KNEE WALL
KN
E
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A
L
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FBLO
FBLO
F
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95
8
1
FES
INV:929.0 (18")
CB
RIM:933.5
CB
RIM:936.3
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INV=947.50 (15")
FES
INV:929.0 (15")
CB
RIM:936.7
934.1
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DROP GAR. 0.7'
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95
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1
168th STREET EAST
MA
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947.5
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934.0
E.O.F.
944.9
POND MAINTEN A N C E A C C E S S A L O N G T R A I L
9' BASEMENT
50' PAD
9' BASEMENT
50' PAD
HW
L
NWL
NW
L
N
W
L
NWL
NWL
N
W
L
NW
L
BT
M
BTM
BT
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HW
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E.O.F.
935.3
CB
RIM:934.7
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931.5
EX WELL
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REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
CO
PM
AS SHOWN
18916.00
7/17/2026
PRIOR LAKE MINNESOTA
GRADING PLAN
CAMPBELL SHORES
3.1
LOW FLOOR
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
LOW OPENINGS
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
1 FEET ABOVE EMERGENCY OVERFLOWS
SETBACKS:
FRONT YARD AND SIDE STREET 25 FEET
SIDE YARD 7.5 FEET
REAR YARD 25 FEET
HOUSE, DECKS AND PORCHES)
OHWL OF CAMPBELL LAKE 150 FEET
GRADING NOTES
1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL
SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS
REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES
2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE
TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT.
3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION.
4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS.
6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND
TESTING REQUIREMENTS.
7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE
PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS
DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE.
8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES.
9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER
BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED
OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL.
10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND
SEDIMENT CONTROL DEVICE LOCATIONS.
11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE
DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO
INSTALLATION.
12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM.
13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS
GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE
14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION
BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2'
MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS.
15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION
AND IMPROVE STORMWATER RUNOFF QUALITY.
16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO
PREVENT COMPACTION OF SOILS AND SEDIMENTATION.
17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES.
1
942.6
943.0
PROPOSED GARAGE
FLOOR ELEVATION
PROPOSED LOT NO.
PROPOSED
GROUND ELEVATION
HOUSE TYPE
LOWEST ALLOWABLE
FLOOR ELEVATION
4.
8DRIVEWAYSLOPE
934.0
FB
TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3
DROP GAR. X.X
PROPOSED
LOW OPENING
LO=943.3
CO
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DRAFT
1
CAMPBELL SHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
DENOTES WETLAND BUFFER
WB
DENOTES WETLAND BUFFER SIGN
9
4
2
94
0
93
8 9
3
6
9
3
6
9
3
8
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9
3
4
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3
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4
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9
4
2
9
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6
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94
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3
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0+00
946.85
1+00
945.20
2+00
944.83
3+00
945.83
4+
00
946.61
5+
00
945.50
6+00
945.57
LP
2
0
0
9
0
El
e
v
9
4
4
5
6
HP:
3
9462Elev94662
LP: 5+47.13
Elev: 945.23
LP: 1+64 13Elev: 944 66
94
4
3
94
3
9
94
7
0
94
1
6
94
5
3
94
5
7
94
7
0
94
2
5
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3
294
7
7
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5
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9
5
2
1
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1
7
94
3
3
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7
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1
938.8
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939.3
947.7
939.9
948.3
948.3
947.7
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939.3
947.7
939.3
94
9
9
940.0
948.4
942.5
947.7
942.5
947.0
945.9
94
6
1
93
6
0
936.5
942.4
943.8
934.6
932.6
945.1
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936.4
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948.9
9
5
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1
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945.9
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935.0
938.0
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944.3
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937.8 940.3
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940.2
944.3
942.3 939.1
939.4
9
3
2
9
4
3
7
939.9
943.1
939.3
942.5
150
SETBACK
LINE
1
5
0
S
E
T
B
A
C
K
L
I
N
E
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FIELD FIT PROPOSED
BITUMINOUS TRAIL
SP
R
I
N
G
V
I
E
W
L
A
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1
6
8
9
10
87
9
3
4
5
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3
2
1
19
18
17
16
15
4
5
6
7
8
9
10
11
12
13
14
4
FBWO
FBWO
FBLO
FBWO
FBWO
FBWO
FBLO
FBLO
FBLO
FB
L
O
FB
FBWO
FBWO
FBWO
947.3
FB
LO
FB
9.4%
7.
4
946 5
939.3 942.5
FBLOFBWO
944.7
7.5%
7.1%
6.3%
6.4%
5.7%
6.0%
6.
3
5.
8
6.3%
6.3%
6.
5
6.4%
6.
7
6.
5
6.
4
5.
0
5.
7
7.
1
8.9%
7.5%
6.0%7.
2
7.
2
8.5%
6.
4
6.
9
943.2
945.5
943.0
944.4
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950.4
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5
0
9
95
1
0
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1
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942.0
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94
5
4
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940.5
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94
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6
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FBLO
FBWO
9
4
6
0
FBLO
94
4
7
94
1
5
FILTRATION BASIN NORTH
BTM = 931.00
100 YR HWL = 933.54
FBWO
FBWO
FBWO
4
23+
00
931
35
24+
00
931
57
2
5
0
0
9
3
1
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9
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0
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935
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8
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928
94
0
E.O.F.
945.4
E.O.F.
948.9
948
E.O.F.
944.8
938.7
LO=940.0
938.7
LO=940 0
939.3LO
9406
939.3
LO=940.6
938.7
LO=940.0
938.1
LO=939.5
940.9
LO=942.2
942.1
LO=943.4
942.7
LO=944.0
943.1
LO=944.4
943.1
LO=944.5
942.9
LO=944.2
942.4
LO=943.7
941.4
LO=942.7
940.5
LO=941.8
939.7
LO=941.0
939.0
LO=940.3
937.7
LO= 939.0
937.0
LO=938.3
936.7
LO=946.0
938.0
LO=943.2
948.7
LO=943.9
938.0
LO=943.2
938.7
LO=943.2
939.4
LO=940.7
938.7
LO=940.0
938.7
LO=940.0
938.0
LO=943.2
94
4
5
943
5
94
0
3
9
4
3
7
945.5
945.5
CAMPBELL LAKE
OHWL:925.6 (NAVD 88)
HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88)
CAMPBELL LAKE
OHWL:925.6 (NAVD 88)
HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88)
CB
RIM:937.8
CB
RIM:938.2
CB
RIM:936.0
FES
INV:931.0 (24")
CB
RIM:936.5
93
8
7
943.2
FES
INV:926.8 (18")
9
3
7
1
93
7
8
93
9
1
93
9
8
94
0
6
94
1
5
94
2
5
943
0
943.2
9
4
3
2
94
2
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94
2
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94
1
0
938.2
938.8
939.4
939.4
938.8
938.8
938.8
938.8
939.5
94
3
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94
4
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94
2
0
94
2
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942.0
943.0
9
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FBLO
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FBWO
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946
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168th STREET EAST
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944.9
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934.7
HW
L
HW
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HWL
HW
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BT
M
BTM
BT
M
BT
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RIM:934.7
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94694494294
0
9
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9
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0
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REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
CO
PM
AS SHOWN
18916.00
7/17/2026
PRIOR LAKE MINNESOTA
GRADING PLAN
CAMPBELL SHORES
3.2
LOW FLOOR
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
THE GREATER OF
LOW OPENINGS
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
1 FEET ABOVE EMERGENCY OVERFLOWS
SETBACKS:
FRONT YARD AND SIDE STREET 25 FEET
SIDE YARD 7.5 FEET
REAR YARD 25 FEET
HOUSE, DECKS AND PORCHES)
OHWL OF CAMPBELL LAKE 150 FEET
GRADING NOTES
1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL
SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS
REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES
2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE
TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT.
3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION.
4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS.
6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND
TESTING REQUIREMENTS.
7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE
PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS
DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE.
8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES.
9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER
BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED
OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL.
10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND
SEDIMENT CONTROL DEVICE LOCATIONS.
11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE
DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO
INSTALLATION.
12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM.
13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS
GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE
14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION
BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2'
MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS.
15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION
AND IMPROVE STORMWATER RUNOFF QUALITY.
16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO
PREVENT COMPACTION OF SOILS AND SEDIMENTATION.
17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES.
CO
1
942.6
943.0
PROPOSED GARAGE
FLOOR ELEVATION
PROPOSED LOT NO.
PROPOSED
GROUND ELEVATION
HOUSE TYPE
LOWEST ALLOWABLE
FLOOR ELEVATION
4.
8DRIVEWAYSLOPE
934.0
FB
TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3
DROP GAR. X.X
PROPOSED
LOW OPENING
LO=943.3
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DRAFT
1
CAMPBELL SHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
DENOTES WETLAND BUFFER
WB
DENOTES WETLAND BUFFER SIGN
9
4
0
938
93
6
940
930
92
6
9
3
4
9
3
6
93
8
930
930
9
3
2
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4
93
6
93
8
9
4
0
9
4
2
94
4
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2
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9
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936
946
9
3
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2
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942
940
9
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938
938
936
934
9
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95
0
9
3
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930
9
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0+
00
94
6
60
1+
0
0
94
5
3
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5
6
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5
8
2
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0
9
4
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0
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9
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0
94
1
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7
7
0
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6
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0
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5
5
2
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0
0
94
3
4
1
6
0
0
9
4
1
3
4
7
0
0
9
3
9
7
7
8+00
940.69
9+00
943.18
10+00
945.68
0+00
946.85
1+00
945.20
2+00
944.83
3+00
945.83
4+00
946.61
5+00
945.50
6+00
945.57
7+00
948.09
LP
7
1
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9
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3
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HP:
3 9462Elev94662
LP: 5+47.13
Elev: 945.23
LP: 1+64 13Elev: 944 66
94
7
0
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1
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5
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294
7
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938.8
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5
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6
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9
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9
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9
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E.O.F.
942.1
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935.4
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940.0
940.9
936.6
934.5
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932.6
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945.7
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944.3
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945.3E.O.F.
941.0
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92
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1
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0
S
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B
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K
L
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170TH STREET EAST
WETLAND
WETLAND
WETLAND
FIELD FIT PROPOSED
BITUMINOUS TRAIL
PROPOSED TURN LANE BY OTHERS
FIELD FIT PROPOSED
BITUMINOUS TRAIL
SP
R
I
N
G
V
I
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W
L
A
N
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FBLO
1
1
6
1
2
3
4
4
5
6
7
8
9
10
87
9
10
2
3
4
5
6
1
2
3
3
2
1
4
32
1
19
18
17
16
15
4
5
6
7
3
2
4
WET POND
BTM = 925.00
NWL = 929.00
100YR HWL = 932.14
FILTRATION BASIN SOUTHWEST
BTM = 930.00
100 YR HWL = 931.88
FBLO
FBWO
FBLO
FBWO
FBLO
FBLO
FBWO
FBLO
FBWO
FBWO
FBWO
FBLO
FBLO
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L
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947.3
FB
L
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FB
9.4%
7.
4
946
5
939.3 942.5
FBLOFBWO
944.7
934.0
8.3%
5.7%
6.8%
4.3%
9.3%
7.9%
7.5%
7.1%
6.3%
6.4%
6.4%
6.
7
6.
5
6.
4
5.
0
5.
7
7.
1
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6.
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6.8%
7.3%
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6.0%7.
2
7.
2
8.5%
8.2%
6.
4
6.
9
7.0%
3.9%
4.6%
6.7%
7.3%
8.2%
8.3%
944.4
946.3
945.1
943.2
945.5
943.0
944.4
942.1
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5
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6
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9
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9
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94
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937.4
946.5
0+
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9
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9
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1
3
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9
3
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3+00
934.90
4+00934.8 0
5+00
934.80
6
0
0
9
3
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7
0
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9
3
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3
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94
2
91
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934.3
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6
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930932
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9
3
4
9
3
2
9
3
0
934
932
93
6
93
0
9
3
6
9
3
6
932
934
934
934 932
934
938
9
3
2
94
0
94
2
940
946
9
3
6
9
2
6
9
2
6
9
2
89
3
09
3
4
9
3
4
93
0
9
2
8
93
0
934
93
093
0
938
932932
93
4
932
92
6
92
8 93
2 93
4
9
3
8
9
2
6
9
3
0
9
3
4
9
3
8
940
94
0
E.O.F.
945.4
94
6
E.O.F.
944.8
936
RW TOP:939.1 RW TOP:938.9
RW TOP:926.5
RW BTM:931.7 RW BTM:926.1 RW BTM:928.0
RW BTM:927.2
RW BTM:926.8
RW TOP:932.5
9+00
941.68
10+00
941.05
11+00
941.04
12+00
941.53
13+00
941.04
HP: 12+00.00
Elev: 941.53
LP: 10+51.03
Elev: 940.89
CAMPBELL LAKE
OHWL:925.6 (NAVD 88)
HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88)
942.3
LO=946.8
940.5
LO=941.8
938.7
LO=940.0
938.7LO=940 0
939.3LO
940
6
939.3
LO=940.6
938.7
LO=940.0
938.1
LO=939.5
940.9
LO=942.2940.5
LO=941.8
939.7
LO=941.0
939.0
LO=940.3
937.7
LO= 939.0
937.0
LO=938.3
935.0
LO=939.5
934.2
LO=938.7
934.0
LO=943.3
935.3
LO=944.6
936.7
LO=946.0
938.0
LO=943.2
948.7
LO=943.9
938.0
LO=943.2
938.7
LO=943.2
939.4
LO=940.7
938.7
LO=940.0
938.7
LO=940.0
938.1
LO=939.4
938.1
LO=939.4
939.5
LO=940.8
939.6
LO=940.9
938.1
LO=939.4
937.5
LO=938.8
936.2
LO=937.5
936.3
LO=940.8
937.1
LO=941.6
936.0
LO=945.3
938.2
LO=939.5
938.7
LO=943.2
938.0
LO=943.2
938.0
LO=943.2
94
4
5
94
0
3
94
1
3
945.5
945.5
CB
RIM:937.8
FES
INV:926.2 (18")
CB
RIM:937.8
FES
INV:930.0 (18")
CB
RIM:936.5
FES
INV:929.0 (21")
93
8
7
943.2
94
1
8
EXPOSE FOUNDATION
EXPOSE FOUNDATION
9
3
7
5
9
3
8
3
93
7
1
93
7
8
93
9
1
93
9
8
94
0
6
94
1
0
938.8
939.4
939.4
938.8
938.8
940.6
945.6
938.8
938.8
939.5
93
8
2
93
7
8
93
9
6
93
9
7
9
3
8
2
9
3
7
6
93
6
3
9
4
0
3
94
0
4
93
8
3
93
8
3
94
2
1
94
3
4
94
4
8
94
2
0
94
2
7
942.0
943.0
94
1
3
94
1
3
94
2
0
FBLO
F
B
L
O
FES
INV:929.0 (15")
CB
RIM:936.7
94
1
8
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
FBWO
FBWO
RW BTM:941.9
CO
946
944
942
94
0
940 942 94
4
942
9
4
2
94
4
9
4
6
946
9
4
6
946
946
9
4
6
9
4
6
9
4
8
938
940
942
93
8
93
6
93
4
93
2
93
8
93
4
93
6
93
6
9
3
6
930
932
934
940
9
3
0
93
2
9
3
4 93
6
93
8
938
9
3
6
938
932
930
94
0
93
6 9
3
4
9
3
6
93
6
93
6
93
6
936
944
942
DR
O
P
G
A
R
0
7
DR
O
P
G
A
R
0
7
DR
O
P
G
A
R
0
7
DR
O
P
G
A
R
0
7
DR
O
P
G
A
R
0
7
DR
O
P
G
A
R
0
7
9
4
4
948.0
945.9
942.9
945.1
94
6
094
6
1
CA
M
P
B
E
L
L
C
U
R
V
E
168th STREET EAST
SP
R
I
N
G
V
I
E
W
L
A
N
E
E.O.F.
944.9
PON
D M A I N T E N A N C E A C C E S S A L O N G T R A I L
HWL
HWL
HWL
H
W
L
HWL
HWL
H
W
L
NWL
NW
L
NWL
N
W
L
NW
L
BT
M
BTM
BT
M
B
T
M
HW
L
H
W
L
HW
L
HWL
E.O.F.
935.3
CB
RIM:934.7
1
5
0
S
E
T
B
A
C
K
L
I
N
E
15
0
S
E
T
B
A
C
K
L
IN
E
94694494294
0
9
4
4
9
4
2
9
4
0
9
3
8
936
938
940
93
2
93
0
92
8
92
6
940
938
936
934
9
3
0
9
3
2
9
3
4 9
3
6
92
8 93
0
94
4
942
940
946
946
946
EX WELL
WB
WB
WB
WB
WB
WB
WB
A
u
g
1
4
2
0
2
6
G
P
l
a
t
s
S
c
o
t
t
C
o
u
n
t
y
C
A
M
P
B
E
L
L
S
H
O
R
E
S
P
L
A
N
S
C
A
M
P
B
E
L
L
S
H
O
R
E
S
G
R
A
D
I
N
G
P
L
A
N
5
0
S
C
d
w
g
REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
CO
PM
AS SHOWN
18916.00
7/17/2026
PRIOR LAKE MINNESOTA
GRADING PLAN
CAMPBELL SHORES
3.3
LOW FLOOR
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
LOW OPENINGS
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
1 FEET ABOVE EMERGENCY OVERFLOWS
SETBACKS:
FRONT YARD AND SIDE STREET 25 FEET
SIDE YARD 7.5 FEET
REAR YARD 25 FEET
HOUSE, DECKS AND PORCHES)
OHWL OF CAMPBELL LAKE 150 FEET
GRADING NOTES
1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF
2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A
MINIMUM SLOPE OF 5% IS REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES
2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE
OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY,
WATERSHED AND NPDES PERMIT.
3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF
CONSTRUCTION.
4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS.
6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION
REQUIREMENTS AND TESTING REQUIREMENTS.
7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE
PERIMETERS MUST BE PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS
CITY SPECIFICATIONS AS DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE.
8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR
FABRICATION SHALL BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED
ALL PLANS AND OTHER DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES.
9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES,
WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY
ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL.
10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL
EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS.
11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER
AND SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND
APPROVED BY THE CITY PRIOR TO INSTALLATION.
12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM.
13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM
THIS GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE
14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND
FILTRATION BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN
LINERS WHICH MAY EXCEED 2' MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS.
15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE
FOR IRRIGATION AND IMPROVE STORMWATER RUNOFF QUALITY.
16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT
CONSTRUCTION TO PREVENT COMPACTION OF SOILS AND SEDIMENTATION.
17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING
ACTIVITIES.
CO
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DRAFT
1
942.6
943.0
PROPOSED GARAGE
FLOOR ELEVATION
PROPOSED LOT NO.
PROPOSED
GROUND ELEVATION
HOUSE TYPE
LOWEST ALLOWABLE
FLOOR ELEVATION
4.
8DRIVEWAYSLOPE
934.0
FB
TOP HOUSE FOUNDTION FOR DROP GARAGE = DROP+0.3
DROP GAR. X.X
PROPOSED
LOW OPENING
LO=943.3
1
CAMPBELL SHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
DENOTES WETLAND BUFFER
WB
DENOTES WETLAND BUFFER SIGN
9
4
0
93
4
93
6
93
8 94
2 94
4
94
6 948
9
4
8
9
4
6
9
4
2
9
4
0
9
3
6
9
3
2
9
2
8
940
930
92
6
9
3
4
9
3
6
93
8
930
930
936
938
9
3
0
930
9
3
0
8+00
940.69
L
P
7
1
6
3
4
E
l
e
v
9
3
9
7
3
934.5
938
930
932
WETLAND
WETLAND
FIELD FIT PROPOSED
BITUMINOUS TRAIL
FILTRATION BASIN SOUTHWEST
BTM = 930.00
100 YR HWL = 931.88
937.
5
3+00
934.90
4+00934.8 0
5+00
934.80
6
0
0
9
3
4
4
0
7
0
0
9
3
4
4
3
L
P
6
5
1
6
8
E
l
e
v
9
3
4
2
0
E.O.F.
934.3
E.O.F.
940.0
930932
934
938
9
3
4
9
3
2
9
3
0
934
932
936
932
934
934
934 932
934
932932
93
4
932
9
2
6
92
8
9
4
6
942
944
9
3
69
3
8
932
934
936
944
944
932
928
93
2
934
9
4
0
9
4
2
9
4
4
9
4
6
9489509529
5
49
5
6
958
94
6
944
9429
4
0
9
3
8
9
3
6
RW TOP:927.0
RW TOP:939.2
RW TOP:939.1 RW TOP:938.9
RW TOP:926.5
RW BTM:931.7 RW BTM:926.1 RW BTM:928.0
RW BTM:927.2
RW BTM:926.8RWTOP:932.7
RW TOP:932.5
0+00
939.58
1+00
940.58
2+00
941.91
3+00
943.58
4+00
945.23
5+00
945.86
6+00
944.95
7+00
943.70
8+00
942.48
9+00
941.68
10+00
941.05
11+00
941.04
12+00
941.53
13+00
941.04
HP: 4+87.96
Elev: 945.87 HP: 12+00.00
Elev: 941.53
LP: 10+51.03
Elev: 940.89
FES
INV:926.2 (18")
FES
INV:930.0 (18")
POWER POLES TO BE RE LOCATED
DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
DEVELOPER TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT
CAMPBELL LAKE
OHWL:925.6 (NAVD 88)
HIGHEST KNOWN WATER ELEVATION:926.12 (NAVD 88)
RW BTM:941.9RWBTM:942.2RWBTM:942.6
RW TOP:943.5
940
930
932
934
940
932
930
RW TOP:945.1RWTOP:945.9RWTOP:947.4RWTOP:949.0RWTOP:949.0RWTOP:949.6RWTOP:951.7RWTOP:950.7RWTOP:950.3RWTOP:953.3RWTOP:950.0
RW TOP:944.5
RW BTM:943.7 RW BTM:944.6 RW BTM:945.4 RW BTM:945.9 RW BTM:946.0 RW BTM:945.7 RW BTM:945.1 RW BTM:944.5
RW BTM:943.9
RW BTM:943.2
PON
D M A I N T E N A N C E A C C E S S A L O N G T R A I L
HWL
HWL
HWL
HWL
HWL
H
W
L
1
5
0
S
E
T
B
A
C
K
L
I
N
E
936
938
940
940
938
936
934
WB
A
u
g
1
4
2
0
2
6
G
P
l
a
t
s
S
c
o
t
t
C
o
u
n
t
y
C
A
M
P
B
E
L
L
S
H
O
R
E
S
P
L
A
N
S
C
A
M
P
B
E
L
L
S
H
O
R
E
S
G
R
A
D
I
N
G
P
L
A
N
5
0
S
C
d
w
g
REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
CO
PM
AS SHOWN
18916.00
7/17/2026
PRIOR LAKE MINNESOTA
GRADING PLAN
CAMPBELL SHORES
3.4
LOW FLOOR
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
LOW OPENINGS
THE GREATER OF
3 FEET ABOVE HKWL
2 FEET ABOVE HWL
1 FEET ABOVE EMERGENCY OVERFLOWS
SETBACKS:
FRONT YARD AND SIDE STREET 25 FEET
SIDE YARD 7.5 FEET
REAR YARD 25 FEET
HOUSE, DECKS AND PORCHES)
OHWL OF CAMPBELL LAKE 150 FEET
GRADING NOTES
1.ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL
SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00% UNLESS NOTED OTHERWISE. A MINIMUM SLOPE OF 5% IS
REQUIRED FOR THE FIRST 10 FT BEHIND HOUSES
2.THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE
TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY, WATERSHED AND NPDES PERMIT.
3.NOTIFY GOPHER STATE ONE CALL AT (800) 252-1166 48 HOURS PRIOR TO START OF CONSTRUCTION.
4.ALL IMPROVEMENTS TO CONFORM WITH CITY OF PRIOR LAKE STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
5.ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS.
6.REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND
TESTING REQUIREMENTS.
7.STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION, REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE
PROTECTED WITH SILT FENCE. ON SITE TOPSOIL CAN BE USED IF IT MEETS CITY SPECIFICATIONS AS
DETERMINED BY CITY ENGINEER OR THEIR REPRESENTATIVE.
8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS APPROED BY ALL OF THE PERMITTING AUTHORITIES.
9.IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER
BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED
OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4” TOPSOIL.
10.REFER TO GRADING AND DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN FOR ALL EROSION AND
SEDIMENT CONTROL DEVICE LOCATIONS.
11.BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND SHALL BE
DESIGNED BY A STRUCTURAL ENGINEER AND THE DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO
INSTALLATION.
12.PROPOSED DRIVEWAY GRADES ARE 2% MINIMUM AND 10% MAXIMUM.
13.ANY MODIFICATION TO HOMES AT TIME OF BUILDING PERMIT APPLICATION THAT DEVIATES FROM THIS
GRADING PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF PRIOR LAKE
14.GEOTECHNICAL ENGINEER TO BE PRESENT DURING EXCAVATION OF ALL PRETREATMENT AND FILTRATION
BASINS. GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATION FOR BASIN LINERS WHICH MAY EXCEED 2'
MINIMUM OF ON-SITE CLAYS PER CIVIL ENGINEERING PLANS.
15.4” OF TOPSOIL TO BE SPREAD OVER DISTURBED AREAS TO REDUCE LONG TERM WATER USE FOR IRRIGATION
AND IMPROVE STORMWATER RUNOFF QUALITY.
16.PROPOSED FILTRATION AND PONDING AREAS SHALL BE PROTECTED THROUGHOUT CONSTRUCTION TO
PREVENT COMPACTION OF SOILS AND SEDIMENTATION.
17.SEDIMENT CONTROL BMP'S SHALL BE INSPECTED BY THE CITY PRIOR TO LAND DISTURBING ACTIVITIES.
CO
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
DRAFT
1
CAMPBELL SHORES, LLC
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
DENOTES WETLAND BUFFER
WB
DENOTES WETLAND BUFFER SIGN
944
9
4
0
938
940
942
94
2
94
0
9
3
8
936
936 938
94
0
9
4
4
9
4
2
9
4
6
9
4
8
9
5
2
9
5
4
95
6
94
4
94
6 948
9
4
8
9
4
6
9
4
2
9
4
0
9
3
6
9
3
2
9
2
8
940
930
92
6
9
3
4
9
3
6
93
8
930
930
93
2
93
4
93
6
93
8
9
4
0
94
2
94
4
94
6
94
8
9
4
8
94
6
94
4
9
4
2
9
4
0
9
3
2
9
3
2 9
3
4
936
948
950
96
0
96
2
96
2
960
962
9
6
4
956
950
952
948
9
4
6
9
3
8
9
3
69
3
4
93
2
9
3
2
93
4
93
6
93
8
94
0
94
2
94
6 94
4
9
4
8
9
5
0
95
0
9
4
0
9
4
2
9
4
4
9
4
6
9
4
8
94 0
942
94
4
94
6
94
8
9
4
2
94
0
93
8 9
3
6
9
3
6
9
3
8
9
4
0
9
4
2
9
4
4
9
4
6
9
4
8
9
5
0
95
2
95
4
934
9
3
4
9
3
6
9
3
89
4
0
94
2
94
494
6
926
928
930
932
934
94
0
9
3
0
9
2
8
9
3
0
9
3
2
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4
93
6
93
8
9
4
0
9
4
6
9
4
49
4
2
9
4
4
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4
2
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4
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8
93
6
93
2
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0
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2
934
936
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0
95
0
9
6
0
96
295
8
9
5
6
9
5
4
9
5
2
9
4
8
9
4
6
94
494
2
93
8
93
6
928
9
2
8
9
3
0
928
936
9
3
6
9
3
8
9
4
0
9
4
2
9
4
4
9
4
6
944
94
2
940
938
936
934
932
930
928
9
3
0
9
4
0
9
3
6
9
3
4
9
3
2
9
3
8
9
4
0
9
4
2
9
4
4
9
4
6
936
946
9
3
6
9
3
8
9
4
0
9
4
2
9
4
4
9
4
6
95
0
9
4
8
9
4
8
93
2
9
3
2
9
3
4
93
4
9
4
4
9
4
6
9
4
8
94
8
9
4
4
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940
9
3
8
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936
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3
4
94
8
94
8
95
0
938
940
942
944
946
948
952
954
95
6
95
8
93
0
9
3
0
930
9
3
0
9
4
0
930
92
6
93
4
934
930
926
930
926
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93
8
9
3
2
93
2
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0
95
0
940
960
9
4
0
94
0
940 942
950
9
3
8
942
936
930
926
928
93
2934
1
6
1
2
3
4
4
5
6
7
8
9
10
8
7
9
10
2
3
4
5
6
1
2
3
3
2
1
16 17
18
19
20
21
22
1
11
12
13
14
15
65
4
32
1
19
18
17
16
15
4
5
6
7
8
9
10
11
12
13
14
3
2
5
1
4
2
4
93
4
93
0
932
93
0
93
4
93
2
934
932
930
930
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934 934
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930
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93
6
9
3
8
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942
942
9
4
2
93
2
93
0
93
4
93
4
9
3
4
93
6
9
3
8
93
8
9
3
6
930932
934936
9
3
4
9
3
2
9
3
0
934
932
934
93
2
93
0
9
2
5
9
2
5
92
5
92
5
929
929
9
2
9
9
2
9
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
9
2
9
9
2
5
93
0
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934
936
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4
9
3
6
94
2
94
2
94
2
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936
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2
94
2
94
0
94
0
932
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93
0
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936
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93
2
928940
938
94
0
93
6
94
0
93
6
948
94
89
4
8
948
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
9
4
4
9
4
0
9
3
6
9
2
6
9
2
6
9
2
89
3
09
3
4
9
3
4
9
3
6
9
2
8
9
3
0
93
0
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4
9
3
6
9
2
8
93
0
93
6
93
6
934
930930
954
95
4
94
6
94
094
4
958
95
0
944
938
934
936
936
938
936
938
94
4
93
4
932932
93
4
92
6
92
8 93
2 93
4
9
3
8
9
2
6
9
3
0
9
3
4
9
3
8
938
9
3
4
928
9
3
8
94
6
94 2
944
9
3
69
3
8
932
934
936
944
944
932
928
932
934
9
3
6
932
938
9
4
2
9
5
0
940
942
9
4
2
94
2
94
0
94
6
938
94
2
946
948
95
0
952
9
5
4
94
4
94
4
9
4
2
9
4
4
94
0
956
934
934
93
0
92
8
93
8
93
6
93
6
936
9
3
6
9
3
6
HWL
H
W
L
HW L
HW
L
HW
L
HW
L
HW
L
HWL
HW
L
HWL
HW
L
H
W
L
HWL
HWL
H
W
L
H
W
L
HW
L
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
1 7 0 T H S T R E E T
S
P
R
I
N
G
V
I
E
W
L
A
N
E
S T R E E T B
S
T
R
E
E
T
A
S
T
R
E
E
T
C
M
A
R
S
C
H
A
L
L
R
O
A
D
FILTRATION BASIN
W
E
T
P
O
N
D
WETLAND
W
E
T
L
A
N
D
FILTRATION
BASIN
C A M P B E L L
L A K E
EXISTING TREE (TYP.)
EXISTING CANOPY (TYP.)
EXISTING WETLAND (TYP.)
A
p
r
0
8
2
0
2
6
C
A
C
C
A
C
C
D
o
c
s
K
i
m
l
e
y
H
o
r
n
C
a
m
p
b
e
l
l
S
h
o
r
e
s
L
a
n
d
s
c
a
p
e
P
r
o
j
e
c
t
F
i
l
e
s
3
D
e
s
i
g
n
C
A
D
P
l
a
n
S
h
e
e
t
s
C
A
M
P
B
E
L
L
S
H
O
R
E
S
L
A
N
D
S
C
A
P
E
P
L
A
N
d
w
g
OVERALL LANDSCAPE PLAN
L100
A
p
r
0
8
2
0
2
6
C
A
C
C
A
C
C
D
o
c
s
K
i
m
l
e
y
H
o
r
n
C
a
m
p
b
e
l
l
S
h
o
r
e
s
L
a
n
d
s
c
a
p
e
P
r
o
j
e
c
t
F
i
l
e
s
3
D
e
s
i
g
n
C
A
D
P
l
a
n
S
h
e
e
t
s
C
A
M
P
B
E
L
L
S
H
O
R
E
S
L
A
N
D
S
C
A
P
E
P
L
A
N
d
w
g
PREPARED FOR:
REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
EP/RH
EP/RH
AS SHOWN
18916.01
4/3/2026
PRIOR LAKE MINNESOTA
CAMPBELL SHORES
RH
DATE____________ REG. NO._________
DRAFT
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION
OR REPORT WAS PREPARED BY ME OR UNDER MY
DI RECT SUPERVI SI ON AND THAT I AM A DULY
LICENSED PROFESSIONAL LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA.
2026 KIMLEY-HORN AND ASSOCIATES, INC.
767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114
PHONE: 651-645-4197
WWW.KIMLEY-HORN.COM
NUMBER OF LOTS: 62 LOTS TOTAL, 10 CORNER LOTS, 52 MID-BLOCK LOTS
REQUIRED TREES: 1 STREET TREE PER LOT FRONTAGE & 1 FRONT YARD TREE
134 TREES= (3 TREES * 10 CORNER LOTS) + (2 TREES * 52 MID BLOCK LOTS)
PROVIDED TREES: 134 TREES
MINIMUM TREE SIZE: 2.5" CAL.
TREE SIZE PROVIDED: 2.5" CAL.
TREE LOCATION: PLANTED A MINIMUM OF 15' FROM THE BACK OF CURB
NO TREE INSIDE THE 40' CLEAR VIEW TRIANGLE
REQUIRED TOPSOIL AND SODDING: 4" MINIMUM TOPSOIL.,
ALL BOULEVARD, FRONT, AND SIDE YARDS SHALL
BE SODDED
LANDSCAPE SUMMARY
Know what'sbelow.
before you dig.Call
R
LANDSCAPE LEGEND
TRAIL CONSTRUCTION TO
COORDINATE WITH FUTURE
COUNTY ROAD RECONSTRUCTION.
FUTURE UNDERPASS PER SCOTT
COUNTY.
PLANTING IN THIS AREA SHALL
BE REVIEWED ONCE THE DESIGN
OF THE ROUNDABOUT PROJECT
IS FINALIZED. PLANTING IN THIS
AREA MAY BE DELAYED.
FUTURE ROUNDABOUT LAYOUT
PER SCOTT COUNTY
9
3
4
9
3
6
9
3
89
4
0
9
4
2
9
4
494
6
930
932
9
2
8
9
3
0
9
3
2
9
3
4
93
6
93
8
9
4
0
9
4
6
9
4
49
4
2
9
4
4
9
4
2
9
4
0
9
3
8
93
6
93
2
93
0
93
2
93 4
93 6
93 8 94
0
93
8
93
6
9
2
8
9
3
0
928
9
4
0
9
4
2
9
4
4
9
4
6
944
94
2
940
938
936
934
932
930
928
9
3
0
9
4
0
9
3
6
9
3
4
9
3
2
9
3
8
9
4
8
9
4
8
93
2
9
3
2
94
8
94
8
93
0
94
0
9
4
0
9
3
8
1
19
18
17
16
15
6
7
8
9
10
11
12
13
14
4
93
4
93
0
93
2
93
0
93
4
93
2
934
932
930
930
932
934 934
932
930
928
93
6
9
3
8
944
942
942
9
4
2
93
2
93
0
938
934
936
936
938
936
93
4
93
8
9
3
4
928
94
0
938
94
0
HW
L
HW
L
HWL
HW
L
CO
CO
CO
CO
CO
CO
CO
PLANT
15' MIN.
FROM
BOC
BACK
OF
CURB)
CLEAR VIEW
TRIANGLE,
NO TREES
TYP.)ST
R
E
E
T
A
FILTRATION BASIN
SYMBOL CODE COMMON NAME BOTANICAL NAME
CONIFEROUS TREE
BLA BLACK HILLS SPRUCE PICEA GLAUCA DENSATA
BLS BALSAM FIR ABIES BALSAMEA
ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA
RES RED PINE PINUS RESINOSA
TTS JUNIOR GIANT WHITE CEDAR THUJA OCCIDENTALIS 'JUNIOR GIANT'
WHP WHITE PINE PINUS STROBUS
ORNAMENTAL TREE
RBM RIVER BIRCH MULTI-TRUNK BETULA NIGRA
OVERSTORY TREE
ABM AUTUMN BLAZE MAPLE ACER X FREEMANII 'AUTUMN BLAZE'
ALN AMERICAN LINDEN TILIA AMERICANA
BOL BOULEVARD LINDEN TILIA AMERICANA 'BOULEVARD'
BUR BUR OAK QUERCUS MACROCARPA
FFM FALL FIESTA SUGAR MAPLE ACER SACCHARUM
GLE SKYLINE® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'
GSL GREENSPIRE LITTLELEAF LINDEN TILIA CORDATA `GREENSPIRE`
HCK COMMON HACKBERRY CELTIS OCCIDENTALIS
IHL IMPERIAL® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'
KCT TRUE NORTH™ KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'UMNSYNERGY'
KCY ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO`
NPO NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS
NRO NORTHERN RED OAK QUERCUS RUBRA
NWM NORTHWOOD MAPLE ACER RUBRUM `NORTHWOOD`
PRE PRINCETON ELM ULMUS AMERICANA `PRINCETON`
QWO SWAMP WHITE OAK QUERCUS BICOLOR
RDL REDMOND AMERICAN LINDEN TILIA AMERICANA `REDMOND`
RVB RIVER BIRCH BETULA NIGRA
SEED MIXES
36-212 WOODLAND EDGE SOUTH & WEST MIX BWSR SEED MIX: WOODLAND EDGE SOUTH & WEST MIX
RT RESIDENTIAL TURFGRASS MNDOT SEED MIX: RESIDENTIAL TURFGRASS
SSR SOUTHERN SHORTGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN SHORTGRASS ROADSIDE
STR SOUTHERN TALLGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE
WD WET DITCH MNDOT SEED MIX: WET DITCH
TURF
SOD SOD - - - - - -
LANDSCAPE PLAN ENLARGEMENT
A
p
r
0
8
2
0
2
6
C
A
C
C
A
C
C
D
o
c
s
K
i
m
l
e
y
H
o
r
n
C
a
m
p
b
e
l
l
S
h
o
r
e
s
L
a
n
d
s
c
a
p
e
P
r
o
j
e
c
t
F
i
l
e
s
3
D
e
s
i
g
n
C
A
D
P
l
a
n
S
h
e
e
t
s
C
A
M
P
B
E
L
L
S
H
O
R
E
S
L
A
N
D
S
C
A
P
E
P
L
A
N
d
w
g
PREPARED FOR:
REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
EP/RH
EP/RH
AS SHOWN
18916.01
4/3/2026
PRIOR LAKE MINNESOTA
CAMPBELL SHORES
RH
DATE____________ REG. NO._________
DRAFT
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION
OR REPORT WAS PREPARED BY ME OR UNDER MY
DI RECT SUPERVI SI ON AND THAT I AM A DULY
LICENSED PROFESSIONAL LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA.
2026 KIMLEY-HORN AND ASSOCIATES, INC.
767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114
PHONE: 651-645-4197
WWW.KIMLEY-HORN.COM
MATCHLINE SEE SHEET L102
MATCHLINE SEE SHEET L103
L101
PLANT KEY
PLANT KEY
944
9
4
0
9
4
4
9
4
2
9
4
6
9
4
8
9
5
2
9
5
4
95
6
930
930
9
3
2
93
4
93
6
93
8
9
4
0
9
4
2
94
4
94
6
94
8
9
4
8
94
6
94
4
9
4
2
9
4
0
9
3
2
9
3
2
9
3
4
936
94
8
950
96
0
96
2
96
2
960
962
9
6
4
956
950
952
948
9
4
6
9
3
8
9
3
69
3
4
9
3
2
9
3
2
93
4
9
3
6
93
8
94
0
94
2
94
6 94
4
9
4
8
9
5
0
95
0
9
4
0
9
4
2
9
4
4
9
4
6
9
4
8
94
0
94 2
94
4
94
6
94
8
9
4
2
94
0
93
8 9
3
6
9
3
6
9
3
8
9
4
0
9
4
2
9
4
4
9
4
6
9
4
8
9
5
0
95
2
9
5
4
934
9
3
4
9
3
6
9
3
89
4
0
9
4
2
9
4
494
6
93 8 94
0
95
0
9
6
0
9
6
2
9
5
8
9
5
6
9
5
4
9
5
2
9
4
8
9
4
6
9
4
494
2
93
8
93
6
936
9
4
4
9
4
6
9
4
0
9
4
2
9
4
4
9
4
6
936
946
9
3
6
9
3
8
9
4
0
9
4
2
9
4
4
9
4
6
95
0
93
2
9
3
2
9
3
4
93
4
9
4
4
9
4
6
9
4
8
9
4
8
9
4
4
942
940
9
3
8
938
938
94
8
94
8
95
0
938
940
942
944
946
948
952
954
9
5
6
958
92
6
93
4
934
930
926
930
926
942
93
8
9
3
2
93
2
934
946946946
94
4
95
0
940
960
9
4
0
94
0
940 942
950
9
3
8
942
926
928
932934
1
6
1
2
3
4
4
5
6
7
8
9
10
8
7
9
10
2
3
4
5
6
3
2
1
16 17
18
19
20
21
22
1
11
12
13
14
15
65
4
32
1
19
18
17
16
15
3
2
5
1
2
4
934
932
930
9
2
5
9
2
5
92
5
92
5
929
929
9
2
9
9
2
9
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
92
5
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RBM RIVER BIRCH MULTI-TRUNK
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ABM AUTUMN BLAZE MAPLE
ALN AMERICAN LINDEN
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SSR SOUTHERN SHORTGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN SHORTGRASS ROADSIDE
STR SOUTHERN TALLGRASS ROADSIDE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE
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PREPARED FOR:
REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
EP/RH
EP/RH
AS SHOWN
18916.01
4/3/2026
PRIOR LAKE MINNESOTA
CAMPBELL SHORES
RH
DATE____________ REG. NO._________
DRAFT
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION
OR REPORT WAS PREPARED BY ME OR UNDER MY
DI RECT SUPERVI SI ON AND THAT I AM A DULY
LICENSED PROFESSIONAL LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA.
2026 KIMLEY-HORN AND ASSOCIATES, INC.
767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114
PHONE: 651-645-4197
WWW.KIMLEY-HORN.COM
LANDSCAPE PLAN ENLARGEMENT
L102
PLANTKEYPLANTKEY
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TURF
SOD SOD - - - - - -
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CONIFEROUS TREE
BLA BLACK HILLS SPRUCE PICEA GLAUCA DENSATA
BLS BALSAM FIR ABIES BALSAMEA
ERC EASTERN REDCEDAR JUNIPERUS VIRGINIANA
RES RED PINE PINUS RESINOSA
TTS JUNIOR GIANT WHITE CEDAR THUJA OCCIDENTALIS 'JUNIOR GIANT'
WHP WHITE PINE PINUS STROBUS
ORNAMENTAL TREE
RBM RIVER BIRCH MULTI-TRUNK BETULA NIGRA
OVERSTORY TREE
ABM AUTUMN BLAZE MAPLE ACER X FREEMANII 'AUTUMN BLAZE'
ALN AMERICAN LINDEN TILIA AMERICANA
BOL BOULEVARD LINDEN TILIA AMERICANA 'BOULEVARD'
BUR BUR OAK QUERCUS MACROCARPA
FFM FALL FIESTA SUGAR MAPLE ACER SACCHARUM
GLE SKYLINE® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'
GSL GREENSPIRE LITTLELEAF LINDEN TILIA CORDATA `GREENSPIRE`
HCK COMMON HACKBERRY CELTIS OCCIDENTALIS
IHL IMPERIAL® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'
KCT TRUE NORTH™ KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'UMNSYNERGY'
KCY ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO`
NPO NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS
NRO NORTHERN RED OAK QUERCUS RUBRA
NWM NORTHWOOD MAPLE ACER RUBRUM `NORTHWOOD`
PRE PRINCETON ELM ULMUS AMERICANA `PRINCETON`
QWO SWAMP WHITE OAK QUERCUS BICOLOR
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PREPARED FOR:
REV.
SHEETCHECKEDDESIGNED
DATEDRAWN
SCALE
JOB NO.
1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000
CONSULTING ENGINEERS,
PLANNERS and LAND SURVEYORS PINNACLE FAMILY HOMES
5100 CONDON ST. SE.
PRIOR LAKE, MN 55372
EP/RH
EP/RH
AS SHOWN
18916.01
4/3/2026
PRIOR LAKE MINNESOTA
CAMPBELL SHORES
RH
DATE____________ REG. NO._________
DRAFT
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION
OR REPORT WAS PREPARED BY ME OR UNDER MY
DI RECT SUPERVI SI ON AND THAT I AM A DULY
LICENSED PROFESSIONAL LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF MINNESOTA.
2026 KIMLEY-HORN AND ASSOCIATES, INC.
767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114
PHONE: 651-645-4197
WWW.KIMLEY-HORN.COM
LANDSCAPE PLAN ENLARGEMENT
L103
PLANT KEY PLANT KEY
TIER 1 TIER AREA
13 Lots 812,068
Total Imp
14.4%
LOT BLOCK AREA
1 4 27,079
2 4 20,121
3 4 25,637
4 4 37,177
5 4 32,098
6 4 24,377
7 4 20,023
8 4 19,922
9 4 33,182
10 4 68,349
11 4 115,791
12 4 97,431
13 4 24,202
TIER 2
27 Lots TIER AREA
453,435
Total Imp
39.1%
LOT BLOCK AREA
14 4 11,759
15 4 12,268
16 4 10,325
IMPERVIOUS AREA IMPERVOUS AREA %
4,500 38.27%
4,500 36.68%
4,500 43.58%
5,000
5,000
5,000
20.51%
24.97%
25.10%
15.07%
7.32%
4.32%
5,000 19.50%
5,000 13.45%
15.58%5,000
5,000
5,000
5,000
46,843 147,084 65,000
IMPERVIOUS AREA IMPERVOUS AREA %
5,000 18.46%
5,000 24.85%
AVAILABLE LOT HARDCOVER LOT IMPERVIOUS AREA
170TH/MARSHALL ROAD ROW AREA NET TIER AREA 25% NET IMP. ALLOWED
36,359 775,709 193,927
SIDEWALK, ROAD, AND TRAIL AREA
20.66%
NET TIER AREA 25% NET IMP. ALLOWED
450,190 112,548
LOT IMPERVIOUS AREA
103,900
5,000
5,000
170TH/MARSHALL ROAD ROW AREA
3,245
SIDEWALK, ROAD, AND TRAIL AREA AVAILABLE LOT HARDCOVER
71,969
5.13%
40,579
17 4 56,210
18 4 66,530
19 4 70,966
1 5 11,523
2 5 9,174
3 5 9,742
4 5 10,550
5 5 11,631
6 5 11,940
1 6 12,248
2 6 12,495
3 6 10,047
4 6 11,752
5 6 10,474
6 6 12,129
7 6 10,823
8 6 11,677
9 6 9,792
10 6 9,629
1 3 14,168
2 3 10,164
3 3 9,225
4 3 10,970
8 2 12,571
TIER 3
19 Lots TIER AREA
383,189
Total Imp
30.3%
3,500
4,000
4,000
4,000
4,000
36.35%
28.23%
39.35%
43.36%
36.46%
29.43%
NET TIER AREA
28.01%
34.84%
29.78%
33.42%
28.86%
32.34%
29.97%
28.58%3,500
3,500
3,500
3,500
3,500
3,500
3,500
35.74%
3,500
3,500
3,700
3,700
3,700
3,700
3,700
32.11%
40.33%
37.98%
35.07%
31.81%
30.99%
34,390 53,087 71,700
AVAILABLE LOT HARDCOVER LOT IMPERVIOUS AREA
3,700
170TH/MARSHALL ROAD ROW AREA 25% NET IMP. ALLOWED
33,280 349,909 87,477
SIDEWALK, ROAD, AND TRAIL AREA
4,500 8.01%
4,500 6.76%
6.34%4,500
3,700
LOT BLOCK AREA
1 2 25,133
2 2 24,377
3 2 23,007
4 2 17,910
5 2 19,023
6 2 18,846
7 2 18,154
9 2 8,622
10 2 17,785
11 2 19,859
12 2 16,783
13 2 17,267
14 2 15,076
15 2 26,925
19 2 8,950
20 2 9,911
21 2 10,399
22 2 10,399
1 1 10,399
Total Impervious Area 393,802 Sq.Ft.
Total Net Tier Area 1,575,808 Sq.Ft.24.99%
32.29%
30.77%
30.77%
30.77%
21.22%
22.03%
42.91%
22.49%
20.14%
23.83%
23.17%
3,200
3,200
3,200
3,200
4,000
4,000
4,000
3,700
4,000
4,000
4,000
4,000 17.39%
4,000 22.33%
21.03%
4,000
4,000
4,000
3,200
26.53%
14.86%
35.75%
IMPERVIOUS AREA IMPERVOUS AREA %
4,000 15.92%
4,000 16.41%
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 26-___
ARESOLUTION APPROVING THE FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR
CAMPBELL SHORES
Motion By: Second By:
WHEREAS, PinnacleFamily Homes, LLC, (the “Developer”), andCampbellShoresLLC, (the “Owner”) has
appliedforaFinalPlanned UnitDevelopment (PUD) PlanforCampbellShores; and
WHEREAS, on June 9, 2026, the City Council adopted Ordinance No. 126-11, establishing the Campbell
ShoresPlanned UnitDevelopmentOverlayDistrict andapprovinga62-lotsingle-family
residentialdevelopment; and
WHEREAS, Ordinance No. 126-_____ providesthattheelements ofthePUDshallbeas shownon the
approvedplans, exceptformodificationsapprovedaspart ofthe FinalPUDPlan; and
WHEREAS, theDeveloperhassubmitted aFinalPlannedUnitDevelopmentPlanforCampbellShores; and
WHEREAS, the CityCouncilfindstheFinalPUDPlantobeinsubstantialcompliancewiththeapproved
CampbellShoresPreliminaryPUD planandcompatible withthepurposesandintentofChapter
10, ArticleIV, Division4of theZoningOrdinanceandapplicableShorelandOverlayDistrict
requirements.
NOWTHEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA
as follows:
1. Therecitalssetforthaboveare incorporatedherein.
2. TheCampbellShoresFinalPUDPlanisherebyapprovedsubjecttothefollowingconditions:
a. The DevelopershallrevisetheplansaccordingtotheAugust27, 2026 City Engineeringand
PublicWorksDepartmentMemorandum.
b. TheDevelopershallobtainallrequiredpermits andapprovalsfromotherstate, county, regional,
orlocalagenciesapplicabletothe development.
c. The propertyshallbedevelopedinsubstantial conformancewiththeFinalPUDPlans dated
thAugust8, 2026theDevelopmentAgreementapprovedbytheCityCouncilonOctober13,
2026.
d. Conservationeasements, openspace, trails, outlots, andotherPUDelementsshallbe
establishedandmaintained inaccordancewiththe approvedFinalPUDPlansandDevelopment
Agreement.
thPassedandAdoptedthis13 dayofOctober2026.
VOTE Briggs Braid Churchill Lake Hellier
Aye
Nay
Abstain
Absent
Jason Wedel, CityManager
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 26-___
A RESOLUTION APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR
CAMPBELL SHORES
Motion By: Second By:
WHEREAS, Pinnacle Family Homes LLC, (the “Developer”) and Campbell Shores LLC , (the
Owner”) has submitted an application to the City of Prior Lake for approval of a
Final Plat for Campbell Shores, consisting of sixty-two (62) single-family
residential lots; and
WHEREAS, the Prior Lake Planning Commission conducted a public hearing on May 18, 2026
and recommended City Council approval of the Preliminary Plat on a5-0 vote;
and
WHEREAS, the City Council previously approved the Preliminary Plat for Campbell Shores on
June 9, 2026 by Resolution No. 26-84; and
WHEREAS, the City Council has found that the Final Plat of Campbell Shores isin substantial
compliance with the approved Preliminary Plat; and
WHEREAS, the Developer and City have prepared a Development Agreement establishing
the Developer’sobligations relating to construction of public improvements,
development fees, financial security, dedications, easements, and other
requirements associated with development of Campbell Shores; and
WHEREAS, Campbell Shores has been designed and coordinated in consideration of planned
Scott County improvements at the intersection of 170th Street East and County
Highway 17/Marschall Road, including a future roundabout and associated
roadway, utility, drainage, trail, and other improvements; and
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein as if fully set forth.
2. The Final Plat of Campbell Shores is approved subject to the following conditions, which
shall be met by the Developer prior to release and recording of the Final Plat:
a. A current title opinion or commitment of title insurance shall be submitted in a form
acceptable to the City Attorney.
b. Payment of all applicable fees shall be made prior to release of the Final Plat
mylars.
c. Two mylar sets of the Final Plat with all required signatures shall be submitted.
d. The Final Plat, Development Agreement, conservation easements, and all other
documents required to be recorded in association with the Final Plat shall be filed
with Scott County within 90 days of Final Plat approval. Failure to record the
required documents within the required period shall render the Final Plat null and
void.
e. The Developer shall revise the plans according to the August, 27, 2026 City
Engineering and Public Works Department Memorandum.
f. The Developer shall execute the Campbell Shores Development Agreement and
provide all required financial security, escrows, fees, dedications, and easements
prior to release of the Final Plat.
3. The Mayor and City Manager are hereby authorized to execute the Development
Agreement on behalf of the City.
thPassedandadoptedbythePriorLakeCityCouncilthis13day of October 2026.
VOTE Briggs Braid Churchill Lake Hellier
Aye
Nay
Abstain
Absent
Jason Wedel, City Manager
C:\\Users\\hsimon\\AppData\\Local\\Temp\\06 Resolution -Campbell Shores Final Plat_678891\\06 Resolution -Campbell Shores Final Plat.docx
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