25-02 CC Packet Final PlatCity Council Item
May 19, 2025
Item Approve the Final Plat and Development Contract for Pleasant View Pointe
File No.Planning Case #2025-02 Item No: D.5
Agenda Section CONSENT AGENDA
Prepared By Rachel Arsenault, Associate Planner
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
“The Chanhassen City Council approves the requested final plat and development contract for the
subdivision on Pleasant View Road subject to the conditions of approval and adopts the attached
Findings of Fact and Decision.”
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The Applicant is proposing the subdivision of 13.65 acres of properties, zoned Single-Family
Residential and guided for Low-Density Residential into twenty lots.
BACKGROUND
This proposed development was previously reviewed and approved by City Council on March 24, 2025,
for the preliminary plat, wetland alteration permit, and land disturbance & tree removal contract.
Within the Development Contract, the City is providing credits for development fees in exchange for
specific public improvements beyond what the development would have otherwise is constructed.
These improvements include reconstructing portions of Peaceful Lane and Nez Perce Drive. As
construction plans are updated based on staff review, the costs associated with those additional
improvements are subject to change, and the amounts listed in the Development Contract will be
291
updated by staff before recording of the Development Contract.
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends approving the final plat and development contract subject to the conditions of
approval and adopts the attached Findings of Fact and Decision.
ATTACHMENTS
Final Plat - Pleasant View Pointe
Development Rendering
Final Plat - Complete Plan Set
Final Plat Application Narrative
Findings of Fact
Final Plat Staff Report
Development Contract
292
C.R. DOC. NO
PLAT FILE NO.
www.alliant-inc.com
Sheet 1 of 3 Sheets
PLEASANT VIEW POINTE
KNOW ALL PERSONS BY THESE PRESENTS: That Rachel Development, Inc., a Minnesota corporation, owner of the following described property, situated in the County of Carver, State of Minnesota, to wit:
All of Lot 1 and that part of Lot 2, Block 3, "Vineland Forest", Carver County, Minnesota, lying Northerly of a line drawn from a point on the East line of said Lot 2 a distance of 53.53 feet North of the Southeast corner of
said Lot 2 to a point on the West line of said Lot 2 distant 66.00 feet North of the Southwest corner of said Lot 2 and there terminating.
AND
That part of Lots 5 and 6, “Vineland”, described as follows: Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West, assumed bearing, along the south line of said Lot 5,
a distance of 168.62 feet to the actual point of beginning of the tract of land to be herein described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West
179.00 feet; thence South 7 degrees 25 minutes 34 seconds East 129.57 feet; thence South 89 degrees 16 minutes 34 seconds East 160.63 feet; thence North 0 degrees 43 minutes 26 seconds East 96.01 feet to the
actual point of beginning, Carver County, Minnesota.
AND
That part of Lots 5 and 6, "Vineland", Carver County, Minnesota, described as follows: viz:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, "Vineland" lying Easterly of a line drawn perpendicular to the South line of said Lot 5 from a point on said South line distant 168.62 feet
Westerly along said South line from the Southeast corner of said Lot 5.
AND
Lot 5, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz:
Commencing on the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West, assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet to the actual point of beginning of
the parcel being described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds East a
distance of 32.57 feet, more or less, to a point on the South line of said Lot 5 (hereinafter referred to as “Point A”); thence Easterly along the South line of said Lot 5 to the point of beginning.
AND
Lot 6, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz: Commencing at the Northeast corner of said Lot 6, thence North 89 degrees 16 minutes 34 seconds West, assumed bearing,
along the North line of said Lot 6, a distance of 168.62 feet to the actual point of beginning of the land to be described; thence South 0 degrees 43 minutes 26 seconds West a distance of 96.01 feet; thence North 89
degrees 16 minutes 34 seconds West a distance of 160.63 feet; thence North 7 degrees 25 minutes 34 seconds West a distance of 97.00 feet to the North line of said Lot 6; thence Easterly along the said North line of Lot
6 to the point of beginning.
Excepting from said Lot 5 and said Lot 6 the following described premises:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, “Vineland” lying Easterly of a line drawn perpendicular to the South line of said Lot 5 from a point on said South line distance 168.62 feet
Westerly along said South line from the Southeast corner of said Lot 5.
AND
Lot 7, Vineland, Carver County, Minnesota, except that part of said Lot 7 described as follows, viz: Commencing at the Southwest corner of Lot 7, Vineland; thence North 1 degree 53 minutes 49 seconds East a distance
of 76.37 feet to a point on the Southeasterly line of Peaceful Lane; thence North 36 degrees 53 minutes 34 seconds East along said Southeasterly line of Peaceful Lane a distance of 174.79 feet; thence South 87 degrees
50 minutes 55 seconds East a distance of 294.35 feet; thence South 1 degree 03 minutes 23 seconds West a distance of 220.04 feet to the Southerly line of said Lot 7; thence South 87 degrees 50 minutes 55 seconds
West along said Southerly line of Lot 7 a distance of 397.82 feet to the point of beginning.
AND
Outlot A, Troendle Addition, Carver County, Minnesota.
AND
That part of vacated Nez Perce Drive per Doc. No. 139301.
AND
That part of the east half of vacated Peaceful Lane described as follows:
A strip of land 33.00 feet in width northwesterly and westerly of and adjoining Lots 5, 6, and 7, VINELAND and lying between a line drawn at right angles to the west line of said Lot 5 distant 388.56 feet southwesterly of
the northwest corner of said Lot 5 and the following described line:
Commencing at the southwest corner of said Lot 7, VINELAND; thence North 1 degree 53 minutes 49 seconds East a distance of 76.37 feet to a point on the southeasterly line of Peaceful Lane; thence North 36 degrees
53 minutes 34 seconds East along said southeasterly line of Peaceful Lane a distance of 174.79 feet to the point of beginning; thence northwesterly, at right angles to said southeasterly line of Peaceful Lane, a distance
of 33.00 feet, and said line there terminating.
AND
That part of vacated Peaceful Lane and Pleasant View Road lying easterly and southerly of the following described line:
Commencing at a point on the west line of Lot 5, VINELAND distant 388.56 feet southwesterly of the northwest corner of said Lot 5; thence North 18 degrees 18 minutes 28 seconds East, along the said west line, 107.79
feet to the point of beginning; thence northerly 244.35 feet along a non-tangential curve concave to the west, radius 1070.00 feet, central angle 13 degrees 05 minutes 04 seconds, and the chord of said curve bears North
11 degrees 00 minutes 49 seconds East; thence northeasterly 76.16 feet to a point on the north line of said Lot 5 distant 29.52 feet east of said northwest corner, and said line there terminating.
Has caused the same to be surveyed and platted as PLEASANT VIEW POINTE and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.
In witness whereof said Rachel Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20_____.
Signed: Rachel Development, Inc.
Donald J. Rachel, CEO
STATE OF ______________________
COUNTY OF ____________________
This instrument was acknowledged before me on _______________________________ by Donald J. Rachel, CEO of Rachel Development, Inc., a Minnesota corporation on behalf of the corporation.
Printed Name
Notary Public, __________________ County, Minnesota
My Commission Expires __________________________
SURVEYOR'S CERTIFICATE
I Daniel P. Ekrem do hereby certify that this plat 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_____
Daniel P. Ekrem, Licensed Land Surveyor
Minnesota License No. 57366
STATE OF MINNESOTA
COUNTY OF _____________________
This instrument was acknowledged before me on ____________________________ by Daniel P. Ekrem, a Licensed Land Surveyor.
Printed Name
Notary Public, __________________ County, Minnesota
My Commission Expires __________________________
CHANHASSEN, MINNESOTA
This plat of PLEASANT VIEW POINTE was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this ______________ day of _____________________,
20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
City Council, City of Chanhassen, Minnesota
By: ___________________________________________________________________
Mayor Clerk
COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ______________ day of _____________________, 20______.
Brian E. Praske, County Surveyor
By: ________________________________
COUNTY AUDITOR, CARVER COUNTY, MINNESOTA
I hereby certify that taxes payable in _________________ and prior years have been paid for land described on this plat. Dated this ______________ day of _____________________, 20______.
Crystal Campos, County Auditor
By: ________________________________
COUNTY RECORDER, CARVER COUNTY, MINNESOTA
I hereby certify that this plat of PLEASANT VIEW POINTE was filed this ______________ day of _____________________, 20______, at _____ o'clock ___.M. as Document Number ___________________ .
Kaaren Lewis, County Recorder
By: ________________________________
293
S89°47'13"W 315.46
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8.07 R=5 6 2 .5 4
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8°15'4 6"S89°47'13"W 118.22
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com LEGEND Deed Dimension Denotes 1/
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set marked by license no.
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Denotes
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BLOCK 2BLOCK
2BLOCK 1
BLOCK
1 PEACEFUL LANEPEACEFUL
LANE4 NEZ PERCE DRIVE
PEACEFUL LANEFile Location: X:\
4000320-
00\001\
40
Design\000 Source - Design\BASE-paul.dwg Plotted By:
Tyler Stricherz on April 18, 2025 at
1:
53:39 PMKnow what's below.Call before you dig.R Dial 811FOR
R E VI E
W O N
L Y PRE
LI
MI
N A R
Y NOT
F O
R C O
N
S
T R U C TI O NCHANHASSEN, MNFINAL PLAT
SUBMITTALPLEASANT VIEW POINTESITE PLAN RENDERINGwww.alliant-inc.com PROJECT
TEAM DATA QA/QC CHECK DateBy CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed
By:
TAS TAS 4000320
I hereby certify
296
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR 123
7
5
1
2
3
4
5
67
8
9
10
11
12
13 6
BLOCK 2BLOCK
2BLOCK 1 BLOCK
1 STORMWATER WETLAND/
FILTRATION NWL:994.0 100
YEAR
HWL:999.86
PEACEFUL LANEPEACEFUL LANE4
NEZ PERCE DRIVE PEACEFUL LANEFILTRATION
BASIN 2 100 YEAR
HWL:997.95 File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\COVER.dwg
Plotted By: Tyler Stricherz on April 18,
2025
at 3:15:39 PMKnow what's below.Call before you dig.R Dial
811
FOR R E VI
E W O
N L Y
PRE
LI
MI N A
R Y
NOT F
O R
C O
N S
T R
U
C TI
O N N City Submittal 4-18-2025 Chanhassen,
Minnesota Final Plat SubmittalPleasant View PointeCover Sheetwww.alliant-inc.
com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:Designed By:
Sheet of
Tyler Stricherz
TAS, MPR ELL 4000320-
00 I hereby
certify that this plan, specification,
or report was prepared
by me or under
my direct supervision and
that I am a
duly Licensed
Professional
Civil Engineer
under the laws of
the State of Minnesota.
Cover Sheet Existing
Conditions Site, Lighting, &
Signage
Plan Grading & Drainage
Plan Grading Profiles & Hold Down
Details Erosion & Sediment
Control Plan Sanitary Sewer &
Watermain Plan Street & Storm
Sewer
Plan PLAN
SUBMISSION/REVISION MATRIX
SHEET DESCRIPTION 2025-04-
18DEVELOPER
Rachel Development
4180 Napier Court
NE Saint Michael, MN
55376 Email:
probinson@racheldevelopment.com
Contact: Paul Robinson
CONSULTANT Alliant Engineering, Inc.
Marquette Avenue
South, Suite 700
Minneapolis,
MN 55402 Phone:
612.758.
3080 Fax:
612.
758.3099 ENGINEER
Tyler Stricherz License
No. 61993
Email:
TStricherz@alliant-inc.
com
SURVEYOR
Dan
Ekrem
License
No.
57366
Email:
dekrem@alliant-
inc.
com
LANDSCAPE
ARCHITECT
John
Gronhovd
License
No.
59233
Email:
jgronhovd@alliant-
inc.
com
VICINITY
MAP
Scale: 1"=3000'
N Pleasant View
Pointe Chanhassen,
Minnesota CONTACT LIST
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PROJECT LOCATION
Wetland Management Plan Pond - Filtration
Detail Landscaping Plan Tree Preservation
Plan Tree Inventory Schedule Demolition
Plan 2 Erosion &
SedimentControlNotes &
DetailsTree
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PARCEL 1
GU
S83°48'28"W 147 0 2
N1°02'
51"E
290.00PARCEL
2 PARCEL 3 PARCEL 3 S88°06'51"
E 294.
35 S0°47'27"W 222.
50PARCEL 4PARCEL 5S88°06'51"E379.08S0°
47'27"W 716.87N74°5
8 2 1 W
1 7 0 8 1 R=
173.13 L=36.12
11°57'12"C.
Brg=N68°59'45"W R=
204.
48 L=117.26
32°51'21"
C.
Brg=S58°32'40"E S54°
5 4'1 9"
W 58.9 3 S18°02'
55"W198.74S36°38'01"W457.20 R=223.
13
L=
22.
555°
47'
22"
C.
Brg=
N72°
04'
40"
W
N74°
5
8
2
1W
1 7 0 8 1R=154.
4 8 L 17 6.77=6 5 3
3'4 5"C.Br
g=S4 2 1 1'2 8"ES18°02'55"W
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W 315.46 R=56 2 .5 4
L=81.1 3 8°15'4
6"C.Br g=S 8
6°0 4'5 4"E
S83°48'28"
W 58.88
S1°02'51"W
7.06 S84°03'53"E
14 6 3
8
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51"
W
4.
86
N87°
22'
17"
W
140.
00 S1°02'51"W 232.
41R=175.00
L=44.19 14°28'
08"C.Brg=S59°
04'19"E C=44.07
N
5
1
5 0 1 6 W 1
1 5
0 0 S0°47'27"W 3.06 PLEASANT VIEW RD R=175.00 L=71.23 23°19'16"C.
Brg=N63°29'54"W PEACEFUL LANENEZ PERCE DRIVE TROENDLE CIRCLES89°47'13"W 118.22 PEACEFUL LANEParcel 1 All of Lot 1 and that
part of Lot 2, Block 3, "Vineland Forest", Carver County, Minnesota, lying Northerly of a line drawn from a point on the East line of said Lot
2 a
distance of
53.53 feet North of the Southeast corner of said Lot 2 to a point on the West line of
said Lot 2 distant 66.00 feet North of the Southwest corner of said Lot 2 and there terminating.Parcel
2 That part of Lots 5 and 6, “Vineland”, described as follows: Commencing at the southeast corner of said Lot 5;thence North
89 degrees 16 minutes 34 seconds West, assumed bearing, along the south line of said Lot 5, a distance of
168.62 feet to the actual point of beginning of the tract of land to be herein described; thence North
0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet;
thence South 7 degrees
25 minutes 34 seconds East 129.57 feet; thence South 89 degrees 16 minutes 34 seconds East 160.63
feet; thence North 0 degrees 43 minutes 26
seconds East 96.01 feet to the actual point of beginning, Carver County, Minnesota.Together with an easement
for ingress and egress over and across that part of Lot 5, “Vineland”, Carver County,Minnesota lying Westerly of the following
described line:Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the south line of said Lot 5 a distance of 168.62 feet; thence North 0 degrees 43 minutes 26 seconds
East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds
East a distance of 32.57 feet, more or less, to a point on the south line of said Lot 5, which
point is the point of beginning of the line to
be
described; thence on a line running North 7 degrees 25 minutes 34 seconds West a
distance of 160 feet, more or less, to the intersection of said line with the westerly lot line of said Lot 5, and there terminating.And That
part of Lots 5 and 6, "Vineland", Carver County, Minnesota, described as follows: viz:That part of the South 45.25 feet
of Lot 5 and of the North 96.01 feet of Lot
6, "Vineland"
lying Easterly of a line drawn perpendicular to the South line of said Lot
5 from a point on said South line distant 168.62 feet Westerly along said South line from
the Southeast corner of said Lot 5.Parcel 3 Lot 5, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz:
Commencing on the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,assumed
bearing, along the South line of said Lot 5 a distance of 168.62 feet to the actual point
of beginning of the parcel being described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16
minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds East
a distance of 32.57 feet, more or less, to a point on the South line of said Lot
5 (hereinafter referred to as “Point A”); thence Easterly along the South line of said Lot 5 to
the point of beginning.Subject to an easement for ingress and egress and utility purposes, appurtenant to and for the
benefit of the above described Exception, which said easement is described as all that part of said Lot 5, Vineland, lying Westerly of
the following described line: Beginning on the South line of said Lot
5 described above as “Point A”;thence on a line running North 7
degrees 25 minutes 34 seconds West a distance of 160 feet more or less, to its intersection with the Westerly line
of said Lot 5
and there terminating.Also excepting from said Lot 5 that part thereof described as follows, viz:A 50.00
foot strip of land over and across Lot 5, Vineland, Carver County, Minnesota, the centerline of said strip is described as follows:Commencing
at the Northeast corner of Lot 5; thence South 00 degrees 24 minutes 03 seconds East, on an assumed bearing,
along the East line of Lot 5, a distance of 380.86 feet to the point of beginning of the centerline to
be described; thence Westerly, a distance of 29.21 feet along a non-tangential curve concave to the
South,said curve having a radius of 198.13 feet, a central angle of 08 degrees 26 minutes 53 seconds
and a chord bearing of North 71 degrees 56 minutes 25 seconds West; thence North 76 degrees 09 minutes
51 seconds West tangent to last described curve, a distance of 170.81 feet; thence Northwesterly, a distance of 124.
92 feet,along a tangential curve concave to the Northeast, said curve having a central angle of 39
degrees
52 minutes 43 seconds and a radius of 179.48 feet to a point hereinafter referred to as “Point B”; thence continue
Northwesterly and Northerly
along the last described curve a distance of 124.92 feet and said centerline there terminating.Also excepting,
a 50.00 foot strip of land over and
across said
Lot 5, Vineland, the centerline of said strip is described as follows:Beginning at the above
described “Point B”; thence South 53 degrees 42 minutes 49 seconds West, a distance of 100.00 feet
and said centerline there terminating.Parcel 4 Lot 6, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz: Commencing at the Northeast
corner of said Lot 6, thence North 89 degrees 16 minutes 34 seconds West, assumed bearing,along the North
line of said Lot 6, a distance of 168.62 feet to the actual point of beginning of the land
to be described; thence South 0 degrees 43 minutes 26 seconds West a distance of 96.01 feet; thence North 89 degrees 16 minutes 34 seconds
West a distance of
160.63 feet; thence North 7 degrees 25 minutes 34 seconds West a
distance of 97.00 feet to the North line of said Lot 6; thence Easterly along the said North line of Lot 6 to the point of
beginning.Excepting from said Lot 5 and said Lot 6 the following described premises:That part of the South 45.25 feet
of Lot 5 and of the North 96.01 feet of Lot
6, “
Vineland” lying Easterly of a line drawn perpendicular to the South line of said Lot 5 from a
point on said South line distance 168.62 feet Westerly along said South line from the Southeast corner of said
Lot 5.And Lot 7, Vineland, Carver County, Minnesota, except that part of said Lot 7 described as follows, viz:
Commencing at the Southwest corner of Lot 7, Vineland; thence North 1 degree 53 minutes 49 seconds East a
distance of 76.37 feet to a point on the Southeasterly line of Peaceful Lane; thence North 36 degrees 53 minutes
34 seconds East along said Southeasterly line of Peaceful Lane a distance of 174.79 feet; thence South 87 degrees 50 minutes
55 seconds East a distance of 294.35 feet; thence South 1 degree 03 minutes 23 seconds West
a distance of 220.04 feet to the Southerly line of said Lot 7; thence South 87 degrees 50
minutes 55 seconds West along said Southerly line of Lot 7 a distance of 397.82 feet
to the point of beginning.Together with an easement appurtenant to the foregoing Parcels 2, 3 and 4
for ingress and egress over and across that part of Lot 5, Vineland, Carver County, Minnesota lying Westerly of the following
described line:Commencing at the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet; thence North 0 degrees 43 minutes 26 seconds
East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds
East a distance of 32.57 feet, more or less, to a point on the South line of said Lot 5, which
point is the point of beginning of the line to
be described;
thence on a line running North 7
degrees 25 minutes
34 seconds
Westa
distance of 160 feet,
more or less, to
the intersection of said
line
with the
Westerly
lot line of
said Lot 5,
and
there terminating.Parcel 5 Outlot A, Troendle Addition, Carver County, Minnesota.All Abstract Property PROPERTY DESCRIPTION Sheet ofJOB NO.DRAWN BY:CHECKED
BY:SCALEFIELD CREW:DATEDESCRIPTIONFIELD DATE:CLIENTDOCUMENTPROPERTY ADDRESSwww.alliant-inc.com Know what's
below.Call
before
you dig.R Dial
811 0 SCALE
INFEET30
60
120 N
I hereby certify
that this survey, plan, or report was prepared by me or under my direct supervision and
that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota.
Print Name Signature 12/19/2024 57366____________________________________________________________Date License Number File
Location: X:\4000320-00\001\40 Design\
00 Sheets - Preliminary\ECON.dwg Plotted
By: Dan Ekrem on April 18, 2025 at 10:43:28 AMChanhassen, MN1 14000320-00RS,MS,LB7/24/
2024Additional curb stops located along west boundaryUpdate to some MH structuresAdded water and
sanitary services4/18/20254/15/20251/6/2025########RACHEL DEVELOPMENTJDT1"=60'DPEEXISTING CONDITIONSSURVEY1 ##
LEGEND HOUSE DETAIL NOT TO
SCALE 1.This Survey and the property description shown here on based upon information found
in the commitment for title insurance prepared by DCA Title - The Title Team as agent for Old Republic
National Title Insurance Company file no. DC240228, dated January 9, 2024 2.The basis of bearings is assumed.3.All distances are
in feet.4. The locations of existing public utilities on or serving the property are depicted based on Gopher State One
Call Ticket No. 241563124 & 241563143, available city maps, records and observed evidence locations. Lacking excavation, underground utility locations may not be
exact. Verify
critical
utilities prior
298
10' TAIL
10'
ESMT
ALLIANT MODIFIED
10'
ESMT
ALLIANT MODIFIED
10' ESMT
ALLIANT MODIFIED
File
Location: X:\4000320-00\001\40 Design\01 Sheets -
Final Plat\DETAILS.dwg Plotted By: Tyler
Stricherz
on April 18, 2025 at 3:15:53 PMFOR R E VI E W
O N L Y
PRE LI MI
N A R
Y
NOT
F O R
C O
N S
T R
U C
TI O
N www.
alliant-
inc.com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:Designed
By:Sheet of Tyler Stricherz TAS, MPR ELL
I hereby certify that this plan, specification,
or report was
prepared by
meorunder
299
File
Location: X:\4000320-00\001\40 Design\01 Sheets -
Final Plat\DETAILS.dwg Plotted By: Tyler
Stricherz
on April 18, 2025 at 3:16:01 PMFOR R E VI E W
O N L Y
PRE LI MI
N A R
Y
NOT
F O R
C O
N S
T R
U C
TI O
N www.
alliant-
inc.com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:Designed
By:Sheet of Tyler Stricherz TAS, MPR ELL
I hereby certify that this plan, specification,
or report was
prepared by
meorunder
300
File
Location: X:\4000320-00\001\40 Design\01 Sheets -
Final Plat\DETAILS.dwg Plotted By: Tyler
Stricherz
on April 18, 2025 at 3:16:05 PMFOR R E VI E W
O N L Y
PRE LI MI
N A R
Y
NOT
F O R
C O
N S
T R
U C
TI O
N www.
alliant-
inc.com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:Designed
By:Sheet of Tyler Stricherz TAS, MPR ELL
I hereby certify that this plan, specification,
or report was
prepared by
meorunder
301
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 3
PARCEL 4
PARCEL 5
R=223.13 L=22.55
5°47'22"
C.Brg=N72°04'40"WR=
154.
4
8
L176.
77=
6
5
3
3'
4
5"
C.
Br
g=
S4
2°
1 1'28"
E PLEASANT VIEW RD R=175.
00 L=71.23
23°19'16"C.Brg=
N63°29'54"
W REDMAN LANETROENDLE CIRCLENEZ
PERCE DR File Location:
X:\
4000320-00\
001\
40 Design\01 Sheets - Final Plat\DEMOLITION.dwg Plotted
By: Tyler Stricherz on April 18, 2025
at
3:16:17 PMKnow what's below.Call before you dig.R Dial 811
FOR
R E VI
E W O
N L Y PRE
LI MI N
A R Y
NOT
F
O R C
O N
S T
R U
C TI
O N
0 SCALE
IN
FEET 30
60 120 City Submittal 4-18-2025 Chanhassen, Minnesota
Final Plat SubmittalPleasant View PointeDemolition Planwww.alliant-inc.com
PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:Designed By:
Sheet
of Tyler Stricherz TAS, MPR ELL 4000320-00 I
hereby certify that this plan, specification, or report was
prepared by me or under my direct
supervision and that I am a duly Licensed Civil
Engineer under the laws of the State
of Minnesota.NOTES: 1.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 UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL
PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF
THE PERMITTING AUTHORITIES.2.CONTRACTOR TO NOTIFY GOPHER STATE ONE
CALL, 800-252-1166, 48 HOURS PRIOR TO EXCAVATION
WORK. CONTRACTOR SHALL HAVE PRIVATE UTILITIES LOCATED 3.CONTRACTOR
SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING
UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER
GRADES AT THE PROPOSED DRIVEWAYS,
PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
OR VARIATIONS FROM THE PLANS.4.CONTRACTOR SHALL
PROPERLY DISPOSE OF ALL MATERIAL
REMOVALS.CONTRACTOR TO SALVAGE ALL MATERIALS POSSIBLE AND COORDINATE WITH
OWNER ON
FINAL USE.5.PRIOR TO EARTH DISTURBANCE, INSTALL EROSION AND SEDIMENT
CONTROL AS NECESSARY TO PREVENT SEDIMENT TRANSPORT
OFFSITE DURING CONSTRUCTION WORK. INSTALL SILT FENCE AND INLET PROTECTION TO
AT DISTURBANCE LIMITS.6.SEE TREE PRESERVATION SHEETS
FOR TREE
REMOVALS AND INDIVIDUAL TREE LOCATIONS.7.DEVELOPER OR CONTRACTOR TO
PROVIDE A COPY OF THE WELL SEALING RECORDS ONCE WELL
SEALING
IS COMPLETE..
8.
ALL
302
PLEASANT VIEW
RDREDMAN LANE
TROENDLE CIRCLE NEZ PERCEDR12375123456789101112136BLOCK2BLOCK
2BLOCK 1BLOCK 11000' Shoreland District BoundarySTORMWATER WETLAND/FILTRATIONNWL:994.0100 YEAR HWL:999.86PEACEFUL LANE PEACEFUL LANE 4NEZ PERCE DRIVEPEACEFUL LANE FILTRATION BASIN 2100 YEAR HWL:997.95FileLocation: X:\4000320-
00\001\
40 Design\01 Sheets - Final
Plat\SITE.
dwg Plotted By:
Tyler Stricherz on
April 18, 2025at
303
1000
1010
994
1010
100010161012
1010
1000
996
10041000
100010041006
9961026
1
0
2
2
10
2
0
10201022
101010201000998100610201030
1032
1036103210301030102610241020
10
1
8
10181022101610
1
4
1008
990
992
992
1048
1046
1044
10
4
2
10
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1030
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1020
1016
1012
1010
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR 123
7
5
1
2
3
4
5
67
8
9
10
11
12
13 6
BLOCK 2BLOCK
2BLOCK 1 BLOCK 1
1000' Shoreland District
Boundary STORMWATER WETLAND/
FILTRATION NWL:994.0 100
YEAR
HWL:999.86
PEACEFUL LANEPEACEFUL LANE4
NEZ PERCE DRIVE PEACEFUL LANEFILTRATION
BASIN
2
100
YEAR
HWL:997.95 WW
WW W W File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\GRADING.dwg
Plotted By: Tyler Stricherz on April 18,
2025
at 3:16:45 PMKnow what's below.Call before you dig.RDial
811 FOR R E
VI E W
O N L
Y
PRE
LI MI N
A R
Y NOT
F O
R C
O N
S T
R
U C
TI O NCity Submittal 4-18-2025 Chanhassen, Minnesota
Final Plat SubmittalPleasant View PointeGrading & Drainage Planwww.alliant-inc.
com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:Designed By:
Sheet of
Tyler
Stricherz
TAS,
MPR ELL 4000320-
00 I hereby
certify that
this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Civil Engineer under the
laws of the State of Minnesota.8 27 8 N 0 SCALE
IN FEET 30 60 120 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%.
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
AND WATERSHED.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 CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, 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.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 UNTIL THE CONTRACTOR HAS RECEIVED
AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED
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 6"
TOPSOIL.10.THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS
WITH ALL SUBCONTRACTORS TO VERIFY NPDES
REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT
WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD.11.REFER TO STORMWATER
POLLUTION PREVENTION PLAN (
SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS
INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS.12.SEE SHEET 9
FOR ROADWAY AND TRIAL CENTERLINE PROFILES.13.SEE SHEET 9 FOR HOUSE PAD
HOLDDOWNS & SEE SHEET
7 FOR CITY TYPICAL ROADWAY/STREET SECTION.14.FREEBOARD: THE LOWEST BUILDING OPENING MUST BE AT
MINIMUM 1' ABOVE THE EMERGENCY
OVER FLOW ELEVATION (EOF) AND BUILDING ADJACENT TO STORMWATER BASIN SHALL BE
3' ABOVE THE 100 YEAR HIGH WATER LEVEL (HWL)
RETAINING
WALL NOTES:1.ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:
1 SLOPE WITH BASE OF SLOPE AT PROPOSED WALL FACE.2.THE
RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL
CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED.3.BUILDING
PERMITS ARE REQUIRED
FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE
WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN
REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION.
ANY QUESTIONS REGARDING THE BUILDING PERMITS SHALL BE DIRECTED
TO THE CITY BUILDING INSPECTOR.4.A SAFETY RAILING IS REQUIRED ATOP
ALL WALLS PER BUILDING CODE.5.RETAINING WALL CONTRACTOR AND/
OR RETAINING WALL STRUCTURAL ENGINEER ARE RESPONSIBLE TO REVIEW CIVIL SITE
ENGINEERING DRAWINGS. ANY OBSERVED CONCERNS WITH CIVIL SITE ENGINEERING DESIGN ELEMENTS RELATED
TO RETAINING WALLS THAT REQUIRE MODIFICATIONS TO THE CIVIL SITE DESIGN IS
THEIR RESPONSIBILITY TO COORDINATE WITH PROJECT OWNER AND CIVIL SITE ENGINEER. IF
NO COORDINATION
304
PEACEFUL LANE PROFILE
NEZ PERCE DRIVE PROFILE
BLOCK 2 HOLD DOWN DETAILS
WALKOUT PAD
SUBGRADE CORRECTION
FULL BASEMENT PAD
LOOKOUT PAD
BLOCK 1 HOLD DOWN DETAILS
WALKOUT PAD
SUBGRADE CORRECTION
PLAN VIEW: HOLD DOWN DETAIL
FULL BASEMENT
LOOKOUT PAD
File Location: X:\4000320-
00\001\40 Design\
01
Sheets - Final
Plat\
PROFILES.dwg Plotted By: Tyler Stricherz on April 18,
2025 at 3:16:56 PMKnow what'
s
below.Call before you dig.R Dial 811 FOR R E VI E W
O N L Y
PRE LI MI
N A R
Y
NOT
F O R
C O
N S
T R
U C
TI O
N www.
alliant-
inc.com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:Designed
By:Sheet of Tyler Stricherz TAS, MPR ELL
I hereby certify that this plan, specification,
or report was
prepared
by me or
under my direct
supervision and
that
I am
a duly Licensed
Professional Civil
305
3
7
BLOCK 1
W
1000
1010
994
1010
100099610041006996990
992992PEACEFUL
LANEPLEASANT VIEW
A
A
SMW/FILTRATION
NWL:994.0
100 YEAR HWL:999.86
BBFile Location: X:\4000320-
00\001\40 Design\
01
Sheets - Final
Plat\
POND DETAILS.dwg Plotted By: Tyler Stricherz on April
18, 2025 at 3:17:16 PMKnow
what'
s below.Call before you dig.R Dial 811 FOR R E VI E
W
O N L
Y PRE LI MI
N A R Y
NOT F O
R C O
N
S
T R U
C TI
O N
0 SCALE
IN FEET
15 30
60 10
www.
alliant-inc.com PROJECT TEAM DATA QA/QC CHECK
DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:
Designed By:Sheet of Tyler Stricherz TAS,
MPR ELL I hereby certify that this
plan, specification, or
reportwas
prepared
by me
or under my
direct
supervision and
that I am
a duly Licensed
Civil
306
1
2
3
4
10
11
12
13
BLOCK 2PEACEFUL LANEFILTRATION
BASIN 2 100 YEAR HWL:
997.
95 GU
REDMAN
LANE1026
1
0
2
2
101010201000998100610201030
1032
10221032
1030
1028
1026
102410281026
10261024 C C'PE 502 to
EX PIPE PROFILE File
Location: X:\4000320-00\
001\
40 Design\
01
Sheets - Final Plat\POND 2.dwg Plotted By: Tyler
Stricherz on April 18, 2025 at 3:
17:
35 PMKnow what's below.Call before you dig.R Dial 811 FOR R
E
VI E W
O N L Y
PRE LI MI N
A R Y
NOT F O
R
C
O N S
T R
U C
TI O
N 0
SCALE IN
FEET 15
30
60 11 www.alliant-inc.com PROJECT TEAM DATA
QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject
No.:Drafted By:Designed By:Sheet of
Tyler Stricherz TAS, MPR ELL I hereby
certify that this
plan, specification,
or
report was
prepared by
me or under
my direct supervision and that
I
am
307
GU
997.62
1000
1010
994
1010
100010161012
1010
1000
996
10041000
100010041006
9961026
1
0
2
2
10
2
0
10201022
101010201000998100610201030
1032
1036103210301030102610241020
10
1
8
10181022101610
1
4
1008
40001 (HUB)
40002 (HUB)
40003 (HUB)
40004 (HUB)
40005 (HUB)
40006 (HUB)
40007 (HUB)
40008 (HUB)
40018 (HUB)
990
992
992
1048
1046
1044
10
4
2
10
4
0
10
3
8
10
3
6
1
0
3
4
1032
1030
1028
1026
102410281026
10261024
1020
1016
1012
1010
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PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR 123
7
5
1
2
3
4
5
67
8
9
10
11
12
13 6
BLOCK 2BLOCK
2BLOCK 1 BLOCK
1 STORMWATER WETLAND/
FILTRATION NWL:994.0 100
YEAR
HWL:999.86
PEACEFUL LANEPEACEFUL LANE4
NEZ PERCE DRIVE PEACEFUL LANEFILTRATION
BASIN
2
100
YEAR
HWL:
997.
95
DND
DND
DND
DND DND DNDDND DNDDNDDND
DND DND DND File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\EROSION CONTROL.
dwg Plotted By: Tyler Stricherz on April
18,
2025 at 3:17:55 PMKnow what's below.Call before you dig.R
Dial 811 FOR R
E VI E
W O N
L
Y
PRE LI MI
N A
R Y
NOT F
O R
C O
N S
T
R U C TI O N www.alliant-inc.
com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:Drafted By:Designed
By:Sheet of Tyler Stricherz TAS, MPR
ELL I hereby
certify that
this
plan,
specification,
or report was
prepared by me
or under
my direct supervision
and that I
am a
duly
Licensed Professional Civil
Engineer
under the laws
of the
State of
Minnesota.12
27 12
N 0 SCALE
IN FEET
30 60 120 VICINITYMAPNOT
TO SCALE TBD: MPCA
CERTIFIED SWPPP
INSPECTOR INSPECTOR:EROSION
CONTROL PARTIES
LEGEND:
DIRECTION OF
DRAINAGE PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY LINE LOT
LINE RIGHT-OF-
WAY EXISTING TREE PROPOSED
SEDIMENT
SILT FENCE
PRE SF DO NOT
DISTURB AREASDND
PST SF
EROSION
CONTROL BLANKET CATEGORY
3N)DESIGNER:
ALLIANT ENGINEERING
733 MARQUETTE AVE.STE. 700
MINNEAPOLIS, MN 55402 CONTACT: TYLER STRICHERZ
PH: 612-767-9330 INSTALLER:
PRE GRADING)PROPOSED SEDIMENT
SILT FENCE POST
GRADING)ROCK
CONSTRUCTION ENTRANCE
TBD: MPCA CERTIFIED SWPPP INSTALLER RESPONSIBLE PARTY:DISTURBED AREA 12.0 AC
EROSION CONTROL BLANKET 3,878 SY SILT FENCE 6,887 LF INLET
PROTECTION 12 EA SWPPP BMP QUANTITIES PER PLAN):RACHEL CONTRACTING THE MASS GRADING CONTRACTOR IS RESPONSIBLE
FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (
BMPS) AS SHOWN IN THE SWPPP. THE BMPS ARE TO BE INSTALLED
AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE,
ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT
MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS
REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES. THE MASS GRADING CONTRACTOR IS RESPONSIBLE
FOR FINAL SITE STABILIZATION. UTILITY CONTRACTOR INSTALLING UTLITIES MUST MAINTAIN ALL BMPS IN PLACE.
STREET CONTRACTOR INSTALLING STREETS MUST MAINTAIN ALL
BMPS IN PLACE.
AT THE COMPLETION
OF PROJECT WORK AND SATISFACTORY SITE SOIL STABILIZATION A NOTICE OF TERMINATION (NOT) SHALL BE
FILED ON
MPCA WEBSITE. A NOTICE
OF TERMINATION
WILL CLOSE OUT
THE PERMIT.
NOTE TO CONTRACTOR:
ACTIVE SWPPP LEGEND CONSTRUCTION
SEQUENCE APR MAY
JUN JUL AUG
SEP
OCT
NOV DEC JAN FEB MAR APR MULCH BERM FIBER ROLLS / MULCH SOCKS SILT
FENCE
TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK
DRIVEWAY / ROCK PADS INLET
PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS)SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE
TABLE AS GRADING PROGRESSES NOTE: 1.SEE SHEET 13 FOR ALL EROSION AND SEDIMENT
CONTROL NOTES AND DETAILS.A.ALL EXPOSED SOIL AREAS
MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE
LATER THAN SEVEN (7) DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS
TEMPORARY OR
PERMANENTLY CEASED.
B.TEMPORARY SEDIMENT
BASIN REQUIREMENTS
DESCRIBED IN
PART III, B.1.
5 MUST BE
USED FOR COMMON
DRAINAGE LOCATIONS THAT
SERVE AN AREA WITH FIVE (
5) OF MORE ACRES
AT A TIME.DURING
CONSTRUCTION:IMPAIRED WATER REQUIREMENT
1 MILE INLET
PROTECTION 1. SEDIMENT CONTROL
LOG ANTI-TRACKING
CONTROL TEMPORARY
SEED MIX 1.
MnDOT-100 OATS 20-120 DAY STABILIZATION)
PERMANENT SEED MIX/STABILIZATION
1. MnDOT 34-271
2. MnDOT 35-241 STABILIZATION BMP'
S
1. EROSION CONTROL BLANKET MnDOT
CAT. 3N
2. HYDROMULCH MnDOT TYPE
4 2. MnDOT-
150 (1-
308
File Location: X:\4000320-
00\001\40
Design\01 Sheets -
Final
Plat\
EROSION NOTES.dwg
Plotted By:
Tyler Stricherz
on April
18, 2025
at 3:
18:04
PMwww.
alliant-inc.com PROJECT TEAM DATA QA/QC CHECK
DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:
Designed By:Sheet of Tyler Stricherz TAS, MPR
ELL I hereby certify that this plan,
specification, or report
was prepared
by
me or under
my direct
supervision and that I
am a duly
Licensed Professional Civil Engineer under the laws of the State of Minnesota.13 27 13 EROSION CONTROL SCHEDULE:FINAL STABILIZATION:POLLUTION PREVENTION MANAGEMENT
MEASURES:SEDIMENT CONTROL PRACTICES:THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE POST TREE CLEARING. SITE WILL
EVENTUALLY TRANSITION TO MASS GRADING WORK AND THE MASS GRADING CONTRACTOR WILL ASSUME
MAINTANENCE OF TREE CLEARING BMP INSTALLATIONS AND INSTALL ADDITIONAL BMPS FOR THE FUTURE WORK.THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING
POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE:1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT
AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC,
CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.3.
NO ENGINE DEGREASING IS ALLOWED ON SITE.1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND
STORM SEWER INLETS.2. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS
CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES
MUST
BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES
MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.3. SITE CONSTRUCTION ENTRANCES SHALL BE LOCATED AS SHOWN
ON THE PLAN.1. PRIOR
TO ANY TREE REMOVAL, SEDIMENT BARRIERS THAT ARE ABLE TO BE INSTALLED AND CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF OR PREVENT
SEDIMENT TRANSPORT 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE
SITE HAS BEEN RE-VEGETATED.3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO
BE RE-VEGETATED.4. THE CONTRACTOR SHALL SCHEDULE TREE
REMOVAL, SO
THAT THE GENERAL SITE CAN BE STABILIZED AND SEEDED SOON AFTER DISTURBANCE. SITE SHALL BE STABILIZED AND SEEDED WITHIN SEVEN (
7) DAYS AFTER
DISTURBANCE OCCURS.MAINTENANCE PROGRAM:1. INSPECT SEDIMENT BARRIERS IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
IMMEDIATELY REPAIR FAILED OR FAILING SEDIMENT CONTROL LOGS.2. REPLACEMENT - SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE
BEFORE THE BARRIER IS NO LONGER NECESSARY.
3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT
OF THE BARRIER.4. REMOVAL OF SEDIMENT CONTROL LOG - SEDIMENT CONTROL LOG SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPWARD SLOPING AREA HAS BEEN
PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY
VEGETATION WHEN FIRST EXPOSED.5. THE CONTRACTOR MUST ROUTINELY INSPECT
THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.
5 INCHES IN 24 HOURS.6.ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED
WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY. COPY OF
INSPECTION AND MAINTANENCE RECORDS SHALL ALSO
BE SENT TO THE CITY OF CHANHASSEN
TO THE ATTENTION OF RYAN PINKALLA (rpinkalla@chanhassenmn.gov). THE
RECORDS SHALL INCLUDE AT MINIMUM:A. DATE AND TIME OF INSPECTIONS;B.
NAME OF PERSON(S) CONDUCTING INSPECTIONS;C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS;D. CORRECTIVE ACTIONS TAKEN (
INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES.E. DATE AND AMOUNT OF ALL RAINFALL
EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS:F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN
PART III.A.4.7.WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE,
INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO
FROZEN GROUND CONDITIONS, THE
REQUIRED INSPECTIONS AND MAINTENANCE
MUST TAKE PLACE AS
SOON
AS RUNOFF
OCCURS AT THE SITE
OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.EROSION AND SEDIMENT CONTROL Know what's below.Call before
you dig.R Dial 811 EROSION CONTROL ADDITIONAL NOTES:1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A PERMIT HAS BEEN ISSUED FROM THE
CITY OF CHANHASSEN.2. BEST MANAGEMENT PRACTICES (BMP'S) REFER
TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION
SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK.3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS,
AND ESTIMATED DURATION OF USE.4.
ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER
OF RECORD.5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. PLANS, SWPPP TO BE LOCATED ONSITE
IN MAILBOX.6.
THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN
THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS.7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP
FILTER RUNOFF.8. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION
FENCE AREAS.9. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES,
IF HEAVY TREE AREAS SOME TREE REMOVAL WILL LIKELY BE REQUIRED PRIOR
TO SILT FENCE INSTALLATION, UPON TREE REMOVAL COMPLETION SILT FENCE SHALL BE INSTALLED AS REQUIRED.10. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION
AND STORMWATER RUNOFF.11. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS AND TREE
CLEARING WORK. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY
TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO
PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE
PROTECTION OF WATER AND SOIL RESOURCES.12. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR
CONTINUED FUNCTIONING.13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7
DAYS OF COMPLETION OF TREE CLEARING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS.14. GENERAL TEMPORARY
SEED SHALL BE MNDOT MIX 150 @
100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 @ 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING
DATES PER SPEC 2575).15. ALL TEMPORARY EROSION AND
SEDIMENT
CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.
DEWATERING:1.THE CONTRACTOR SHALL
PROVIDE A PLAN TO THE CITY AND PROJECT ENGINEER FOR REVIEW. THE PLAN AT MINIMUM SHALL BE A DEWATERING PLAN INCLUDING WATER ROUTING, STORAGE,
AND DISCHARGE LOCATION.2.IF ANY TEMPORARY DEWATERING IS REQUIRED
ONSITE THE
309
GU
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR 123
7
5
1
2
3
4
5
67
8
9
10
11
12
13 6
BLOCK 2BLOCK
2BLOCK 1 BLOCK
1 STORMWATER WETLAND/
FILTRATION NWL:994.0 100
YEAR
HWL:999.86
PEACEFUL LANEPEACEFUL LANE4
NEZ PERCE DRIVE PEACEFUL LANEFILTRATION
BASIN
2
100
YEAR HWL:997.95
R2 5 0 File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\SAN-WM.
dwg Plotted By: Tyler Stricherz on April
18,
2025 at 3:18:26 PMKnow what's below.Call before you dig.R
Dial 811 FOR R
E VI E
W O N
L
Y
PRE LI MI
N A
R Y
NOT F
O R
C O
N S
T
R U
C TI O NCity Submittal 4-18-2025 Chanhassen,
Minnesota Final Plat SubmittalPleasant View PointeSanitary Sewer & Watermain Planwww.
alliant-inc.com PROJECT TEAM DATA QA/QC
CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject
No.:Drafted By:
Designed By:
Sheet
of
Tyler
Stricherz TAS, MPR
ELL 4000320-00
I
hereby certify that
this plan,
specification, or report
was prepared by
me or
under my
direct supervision and
that I am
a duly Licensed
Professional Civil Engineer
under the laws
of the State
of Minnesota.14
27 14
N 0 SCALE IN FEET 30 60 120 LEGEND: PROPOSED SANITARY
SEWER PROPOSED WATERMAIN PROPOSED
STORM SEWER EXISTING GATE VALVE EXISTING HYDRANT EXISTING WATERMAIN EXISTING CATCH BASIN
EXISTING STORM MANHOLE EXISTING STORM SEWER EXISTING SANITARY MANHOLE EXISTING
SANITARY SEWER PROPOSED CATCH BASIN PROPOSED SANITARY
MANHOLE UTILITY NOTES: 1.EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE
VERIFIED
IN FIELD PRIOR TO CONSTRUCTION.2.MAINTAIN A MIN
18" VERTICAL SEPARATION AT ALL WATERMAIN PIPE CROSSINGS.
WATER LINES TO MAINTAIN 10' HORIZONTAL SEPARATION FROM SANITARY SEWER AND STORM SEWER. LOWER WATERMAIN
AS NECESSARY.3.
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION.4.PROVIDE
POLYSTYRENE INSULATION FOR ALL WATERMAIN CROSSINGS WHERE VERTICAL OR
HORIZONTAL SEPARATION IS LESS THAN 18".5.ALL UTILITY
WORK WITHIN THE R.O.W. SHALL COMPLY
WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES.6.NOTIFY GOPHER STATE ONE CALL
48 HOURS IN ADVANCE
OF ANY UTILITY WORK.7.PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT
TEMPORARY
TRAFFIC CONTROL ZONE LAYOUTS-FIELD MANUAL" LATEST REVISION,FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W.8.
ALL
SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS
NOTED OTHERWISE.9.WATERMAIN, SERVICES,
AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF
COVER.10.WATER SERVICES
310
PEACEFUL LANEPROFILEGU71234
56789101112136BLOCK 2
BLOCK2BLOCK1STORMWATERWETLAND/FILTRATIONNWL:
994.0100 YEAR
HWL:999.86PEACEFUL
LANEPEACEFUL LANENEZ PERCE
DRIVEPEACEFUL LANES=
0+45 IE=
1002.04 CBE=
1012.0 LFE=
1008.4 R=
3 S=
1+30 IE=
1008.41 CBE=
1018.1 LFE=
1014.3 R=
5 S=
2+18 IE=
1014.21 CBE=
1024.2 LFE=
1020.5 R=
6 S=
3+14 IE=
1019.74 CBE=
1029.9 LFE=
1023.4 R=
6 S= 0+
16 IE=1021.
30 CBE= 1031.
1 LFE=1025.
5 R=2.
5 S=
1+42 IE=
1022.09 CBE=
1032.5 LFE=
1026.0 R=
2 S=
1+56 IE=
1020.27 CBE=
1032.9 LFE=
1024.5 R=
0 S=
1+53 IE=
1020.44 CBE=
1032.9 LFE=
1024.5 R=
0 S= 0+
60 IE=1003.
22 CBE= 1013.
0 LFE=1009.
6 R=3.
5 S=
1+70 IE=
1009.76 CBE=
1020.8 LFE=
1017.2 R=
4 S=
2+76 IE=
1018.51 CBE=
1028.2 LFE=
1022.3 R=
8 S=
0+06 IE=
1020.97 CBE=
1031.1 LFE=
1025.0 R=
2 S=
1+12 IE=1020.77
CBE= 1032.4
LFE=1025.7 R=
0 INSTALL SAN MH
1 ATOP EXISTING SANITARY SEWER CONNECT
TO EXISTING 6"
WATERMAIN W/ 6" TEE,2-
8" GV, 8"x6" REDUCER
FIRE HYDRANT W/6"
GV, 8"x6" TEE,
18.2' - 6"
PVC C900 FLANGE EL=1022.
43 STA:6+14.37
FIRE HYDRANT W/6"
GV, 8"x6" REDCER,
5.0' -
6" PVC C900
FLANGE EL=1032.70
STA:9+
60.20 45° BEND
SAN MH 7
11.25° & 45°
BEND 45° BEND
45 & 22.5°
BEND SAN MH 6
SAN MH
3 SAN
MH 2
8"x8"
TEE W/ 2-8"
GV TRACER
WIRE ACCESS BOX TRACER
WIRE ACCESS
BOX EX SAN
MH 1B TO
REMAIN EX SAN
MH 1A ADJUST RIM
LOCATION OF EXISTING SERVICE
TO
RESIDENT.TO
REMAIN
ACTIVE.File Location: X:\4000320-00\001\40 Design\
01 Sheets - Final Plat\PROFILE - U1.dwg
Plotted
By: Tyler Stricherz on April 18, 2025 at 3:18:43 PMKnow what's
below.Call before you
dig.R Dial
811 FOR R
E
VI
E W O
N L
Y PRE
LI MI
N A
R Y
NOT F
O
R C
O N S T R U C TI O
NCity Submittal 4-18-2025 Final Plat SubmittalSanitary Sewer &
Watermain Plan & Profileswww.alliant-inc.com PROJECT TEAM
DATA QA/QC CHECK DateBy CERTIFICATION Date
License no.DATEDESCRIPTIONProject
No.:Drafted
By:
Designed By:Sheet
of Tyler Stricherz
TAS,
MPR ELL 4000320-00 I hereby certify that this plan, specification, or report
was prepared
by me or under my direct supervision and that
I am a duly Licensed Professional Civil
Engineer under the laws
of the State of Minnesota.15 27 15N0 SCALE IN FEET 25
50 100 NOTES:1.ALL
SANITARY SERVICES SHALL BE 6" PVC SDR 26
@ 1.0%MIN. SLOPE.2.ALL
SANITARY MANHOLES SHALL BE 48"
DIAMETER
AND HAVE NEENAH R-1642
CASTINGS UNLESS NOTED
OTHERWISE ON THE PLAN.3.
ALL WATER SERVICES SHALL
BE 1" HDPE SDR-9 WITH 1"CORP.
STOP AND CURB STOP.4.CONTRACTOR TO VERIFY
AND SHOOT ELEVATION OF SANITARY SEWER
SERVICE STUBS
311
NEZ PERCE DRIVE PROFILE
NEZ
PERCE
DR
7 5
1
2
11
12
13
6
BLOCK 1
BLOCK 1
NWL:994.0
100 YEAR HWL:999.86
4
NEZ PERCE DRIVE
PEACEFUL LANES= 0+
27 IE=997.
86 CBE= 1009.
5 LFE=1002.
8 R=
0 FIRE HYDRANT
W/6" GV, 8"x6"
TEE,8.2' - 6" PVC
C900 FLANGE EL=1009.
57 STA:1+09.
58 22.5°
BEND SAN MH
3 8"x8"
TEE W/ 2-8"
GV S= 1+
10 IE=1000.
74 CBE= 1010.
6 LFE=1004.
3 R=
3 S= 0+
32 IE=998.
93 CBE= 1009.
7 LFE=1002.
5 R=
2 REMOVE
EXISTING PLUG &
HYDRANT,CONNECT TO
EXISTING 8" WATERMAIN W/ 8"
GV 45°
BEND LOT 7 TO
USE EXISTING
UTILITY
SERVICES S= 1+
58 IE=1002.
3 SAN MH
4 SAN MH
5 TRACER
WIRE ACCESS
BOX TRACER
WIRE ACCESS
BOX PLEASANT VIEW
RD
123
5 BLOCK
1 STORMWATER WETLAND/
FILTRATION 100 YEAR HWL:999.
86
4 S= 1+
10 IE=1000.
74 CBE= 1010.
6 LFE=1004.
3 R=
3 EXISTING FIRE
HYDRANT TO
REMAIN LOT 2 TO
USE EXISTING
UTILITY
SERVICES S= 0+
5 IE=997.
1 LOT 1 TO
USE EXISTING
UTILITY
SERVICES S= 0+
90 IE=1003.
0 LOT 3 TO
USE EXISTING
UTILITY
SERVICES S= 0+
40 IE=997.
3 File Location: X:\
4000320-00\001\40
Design\
01 Sheets -
Final
Plat\PROFILE - U2.dwg Plotted By: Tyler Stricherz on
April 18, 2025 at 3:19:01
PMKnow
what's below.Call before you dig.R Dial 811 FOR R E VI
E W O N
L Y PRE
LI MI N
A
R
Y NOT F
O R
C O
N S
T R
U C
TI O
N
www.alliant-inc.com PROJECT TEAM DATA QA/QC
CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:Designed By:Sheet of Tyler Stricherz TAS,
MPR ELL I hereby certify that this
plan, specification, or
report was
prepared
by
me
or under my
direct supervision and
that
I am a duly Licensed Professional Civil Engineer under the laws of the
State of
Minnesota.16 27 16 N 0 SCALE IN FEET
25 50 100 NOTES:1.ALL SANITARY
SERVICES SHALL BE 6"
PVC SDR 26 @ 1.0%MIN. SLOPE.2.
ALL SANITARY MANHOLES
SHALL BE 48" DIAMETER AND HAVE NEENAH R-1642 CASTINGS UNLESS NOTED
OTHERWISE ON THE PLAN.3.
INSIDE DROP MANHOLES SHALL BE 60" DIA. MANHOLES,
SEE
DETAIL 2104 4.ALL WATER SERVICES SHALL BE
1" HDPE SDR-9 WITH 1"CORP. STOP
AND CURB STOP.
5.
WATERMAIN BLOW-OFF SHALL BE
REMOVED AFTER TESTING.
6.CONTRACTOR TO VERIFY AND
SHOOT ELEVATION OF SANITARY
SEWER STUBS FOR AS-BUILTS. CONVEY TO ENGINEER
FOR RECORDS.LEGEND:S = SANITARY SERVICE WYE STATION
FROM DOWNSTREAM MH)IE = SANITARY SERVICE
INVERT ELEVATION
CBE = CURB BOX ELEVATION SE = SURFACE
312
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR 123
7
5
1
2
3
4
5
67
8
9
10
11
12
13 6
BLOCK 2BLOCK
2BLOCK 1 BLOCK
1 STORMWATER WETLAND/
FILTRATION NWL:994.0 100
YEAR
HWL:999.86
PEACEFUL LANEPEACEFUL LANE4
NEZ PERCE DRIVE PEACEFUL LANEFILTRATION
BASIN 2 100 YEAR HWL:997.
95 REFER TO
POND DETAIL SHEET
11 REFER
TO POND DETAIL SHEET 10
PROPOSED ROW PEACEFUL LANE
ROAD EXTENSION TO BE CONSTRUCTED
IN COORDINATION WITH THE
CITY OF CHANHASSEN File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\STORM SEWER.
dwg Plotted By: Tyler Stricherz on April
18,
2025 at 3:19:17 PMKnow what's below.Call before you dig.R
Dial 811 FOR R
E VI E
W O N
L
Y
PRE LI MI
N A
R Y
NOT F
O R
C O
N S
T
R U C TI O N www.alliant-inc.
com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:Drafted By:Designed
By:Sheet of Tyler Stricherz TAS, MPR
ELL I hereby
certify that
this
plan,
specification,
or report was
prepared by me
or
under my direct
supervision and
that I am
a duly Licensed
Professional Civil
Engineer under
the laws of
the State of
Minnesota.17 27
17 N 0
SCALE IN FEET
30 60 120
LEGEND: PROPOSED SANITARY
SEWER PROPOSED WATERMAIN
PROPOSED STORM SEWER
EXISTING GATE
VALVE EXISTING HYDRANT EXISTING WATERMAIN EXISTING CATCH BASIN EXISTING STORM MANHOLE
EXISTING STORM SEWER EXISTING
SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE DT
PROPOSED DRAINTILE PROPOSED DRAINTILE STRUCTURE UTILITY NOTES: 1.EXISTING UTILITIES, SERVICE
LOCATIONS AND
ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION.2.MAINTAIN A
MIN
18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS, LOWER WATERMAIN AS
NECESSARY. WATER AND SANITARY SEWER LINES TO MAINTAIN 10'HORIZONTAL
SEPARATION.3.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION.4.
PROVIDE POLYSTYRENE INSULATION
FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS
THAN 2'.5.ALL UTILITY WORK WITHIN THE R.
O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN
ENGINEERING GUIDELINES.6.NOTIFY GOPHER STATE ONE CALL
48 HOURS
313
PEACEFUL LANEPROFILE751234
56789101112136BLOCK 2
BLOCK2BLOCK1STORMWATER
WETLAND/
FILTRATIONNWL:
994.
0100
YEAR
HWL:
999.86PEACEFUL LANEPEACEFUL
LANENEZ PERCE DRIVEPEACEFUL
LANE31' B B
50 R O
W 31' B-
B50' ROWL=185.
81 088.
7156 R=120.
0 L=144.23 082.
6381 R=100.
0 L=17.
16
003.2771 R=
300.0
L=49.52
009.4585 R=
300.0
FES 300
CONNECT TO
EXITING PEACFUL LANE
STA:1+
00.00
9 CY
CL3 RIP
RAP CB
302 CBMH
301 W/
4' SUMP CB
207 CBMH 208 MH
206 CBMH 209
CB 211 MH
212 CB 213
CONNECT TO
EXITING BIT. EDGE.
3' TRANSITION TO
NO CURB PEACEFUL LANE
ROAD EXTENSION TO
BE CONSTRUCTED IN COORDINATION WITH
THE CITY OF
CHANHASSEN EXTEND/CONNECT
TOEXITING
DRIVEWAY.
MAINTAIN
ACCESS
TODRIVEWAYAT
ALL TIMES.SURMOUNTABLE
C&G SURMOUNTABLE C&
GR20'R2 0 R28'
R28 R48'R60'
ROWSTREET LIGHTSTREET
LIGHT BEGIN 10' TRANSITION TO B618
C&G
STA:3+89.52 END
10' TRANSITION TO
SURMOUNTABLE
C&G
STA:4+
60.21
CB
210 SEE
SHEET
19 FOR
PROFILE
PE103 TO
FES100)
DRAINTILE CLEANOUT (
TYP)4" PERFORATED DRAINTILE (
TYP)DRAINTILE CLEANOUT (TYP)
DRAINTILE
CLEANOUT (TYP.)
DRAINTILE
CLEANOUT (TYP)DRAINTILE CLEANOUT (TYP)File Location: X:\4000320-
00\001\40 Design\01 Sheets - Final
Plat\
PROFILE - S1.dwg Plotted By: Tyler Stricherz on April 18, 2025 at 3:19:
43 PMKnow what's
below.Call before
you dig.R
Dial
811
FOR R E
VI E
W O
N L
Y PRE
LI MI
N A
R
Y NOT F O R C O N S
T R U C TI O N www.alliant-
inc.com PROJECT TEAM DATA QA/QC CHECK
DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:
Drafted By:Designed
By:Sheet
of
Tyler Stricherz TAS,
MPR ELL I
hereby
certify that this plan, specification, or report was prepared by
me or under my direct supervision and that
I am a duly Licensed Professional Civil Engineer
under the laws of the State
of Minnesota.18 27 180 SCALE IN
FEET
25 50 100 NOTES:1.ALL NEW MAIN LINE
STORM SEWERS SHALL BE VIDEO INSPECTED
AT OWNERS EXPENSE, AND A DIGITAL HARD DRIVE (USB)
SHALL BE PROVIDED
TO THE CITY.2.HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE)ADJUSTING
RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES.
3.INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER
CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM
SEWER STRUCTURES SHALL BE -
3.
3' BELOW RIM ELEVATION AT
CURB.4.DRAIN
TILE
AT CLEANOUTS TO HAVE
CURB BOX AND TRACER
WIRE PER
CITY STANDARD
DETAIL 5234.
5.ALL
INTERSECTION
CURB
RETURNS
SHALL
BE
B618.
6.
SEE
TYPICAL
STREET SECTIONS
ON
SITE,
SIGNAGE, &
LIGHTING PLAN
SHEET
7.
NNOTES:
1.ALL
CASTINGS SHALL BE
NEENAH OR APPROVED
EQUAL.MH NO.
SIZE CASTING
206 48"R-
1642 STRUCTURE
AND CASTING
SCHEDULE City Submittal
4-18-2025
314
NEZ PERCE DRIVE PROFILE
NEZ
PERCE
DR
7 5
1
12
13
6
BLOCK 1
BLOCK 1
STORMWATER WETLAND/FILTRATION
NWL:994.0
100 YEAR HWL:999.86
PEACEFUL
LANE4 NEZ PERCE
DRIVE FILTRATION BASIN
2 100 YEAR HWL:997.
95
R20'R20'L=
44.77
025.6522 R=
100.0 L=
65.02
037.2562 R=
100.0
31'B
B50' ROW
CB 207
MH 206
CB 205 CBMH
204 CB
203 CB 202 W/
4' SUMP EXCB
3 TO REMAIN,PLUG
NORTH INVERT AND MH
TO BECOME
A SUMP
MH. ADJUST
RIM ELEVATION
CBMH 2 EXMH
1 REMOVE
EXISTING CATCH
BASIN AND
CROSSING STORM MH
101 FES 100
INSTALLED
@ EXISTING
PIPE OUTLET LOCATION
ELEVATION OCS
102 SEE SHEET 10
FOR DETAIL
PE 103 CBMH
201 FES
200 8 CY
CL3 RIP
RAP 14
CY CL3 RIP
RAP STREET LIGHT BEGIN
10' TRANSITION TO SURMOUNTABLE
C&G STA:
0+30.77 BEGIN
10' TRANSITION TO SURMOUNTABLE
C&G
STA:0+
30.77
4" PERFORATED
DRAINTILE (TYP)
4" DRAINTILE
CLEANOUT (TYP)EXISTING
PUBLIC ROW/EASEMENT MATCH
EXISTING ROAD STA:
2+60.25
STOP SIGN AND
STREET
NAME
SIGN,
PER
DETAIL
5217
0+
001+002+002+65P
I 0
4 6 7 6
PI: 1+95.31 0+
00 1+002+002+69PI:
0+73.41PI: 2+
46.35 Storm Sewer
100-
103 PROFILE
Storm
Sewer 200-203 PROFILE File Location: X:\4000320-00\
001\40 Design\01 Sheets - Final Plat\
PROFILE -
S2.dwg Plotted By: Tyler Stricherz on April 18, 2025 at 3:20:15
PMKnow what's below.
Call before you
dig.R Dial
811
FOR
R E VI
E W
O N
L Y
PRE LI
MI N
A R
Y
NOT F O R C O N S T
R U C TI O N www.alliant-inc.
com PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:Designed By:
Sheet of
Tyler
Stricherz TAS, MPR
ELL I hereby
certify
that this
plan,
specification, or report was prepared by me or under my
direct supervision and that I am a duly
Licensed Professional Civil Engineer under the laws of
the State of Minnesota.19 27
190 SCALE IN FEET 25 50 100
N
City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat
SubmittalPleasant View PointeStreet & Storm Sewer Plan &
Profiles4000320-00 NOTES:1.ALL NEW MAIN LINE STORM
SEWERS SHALL BE
VIDEO INSPECTED AT OWNERS EXPENSE, AND A DIGITAL HARD DRIVE (
USB) SHALL BE PROVIDED TO THE CITY.
2.HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE)ADJUSTING RINGS
ARE REQUIRED FOR ALL MANHOLE STRUCTURES.3.INSTALL
DRAINTILE AT CATCH BASIN
LOCATIONS
PER CITY STANDARD DETAIL 5232.
DRAINTILE CONNECTIONS TO
STORM
SEWER STRUCTURES SHALLBE -
3.3' BELOW RIM ELEVATION AT
CURB.4.DRAIN TILE
AT
CLEANOUTS TO
HAVE
CURB BOX
AND TRACER WIRE PER
CITY STANDARD
DETAIL 5234.
5.ALL INTERSECTION
CURB RETURNS SHALL BE
B618.6.
SEE TYPICAL
STREET SECTIONS ON
SITE, SIGNAGE, &LIGHTING PLAN SHEET
7.NOTES:1.ALL CASTINGS
SHALL BE NEENAH OR APPROVED EQUAL.
315
1
13
NEZ PER C E D R I V E
PEACEFUL
LANER20'
R20'
1
0
0
9
8
1
T C
1011.24TC1009.
81TC-HP1009.
19TC 2.
50%0.75
0.752
00%200%B618
C&
G
SURMOUNTABLE
C&
G31'31'-2.
00%-2.00%
1012 1011101010091008 1009
1009 SURMOUNTABLE C&
G -
5.
51%
STREET
LIGHT (TYP)
B618 C&G
SURMOUNTABLE
C&
G 5 67
8 9 PEACEFUL LANER28'R28
SURMOUNTABLE C&G R48'
R60'
STREET
LIGHT (
TYP)
CENTEROFCUL-
DE-
SAC
STA:9+30.47 0.75%0 7
5%103210 3 21031-0
7
6 103 2.7
3 T C-H P
1031.8
2 T C 1031.
4 1 T C
1031.
4 1
T
C 1031.82TC 0.75%File Location: X:\4000320-
00\001\40 Design\01 Sheets - Final
Plat\
SPOT.dwg Plotted By: Tyler Stricherz on April 18, 2025 at 3:20:36
PMKnow what's below.
Call before you
dig.R Dial
811
FOR
R E VI
E W
O N
L Y
PRE LI
MI N
A R
Y
NOT F
O R C O N S T R U
C TI O NCity Submittal 4-18-2025 Chanhassen,
Minnesota Final Plat SubmittalPleasant View PointeStreet Intersection Detailswww.
alliant-inc.com PROJECT TEAM DATA QA/
QC CHECK DateBy
CERTIFICATION Date
License
no.DATEDESCRIPTIONProject No.:
Drafted By:Designed
By:
Sheet
of Tyler Stricherz TAS, MPR ELL 4000320-00 I hereby certify
that this plan, specification, or report was prepared by me or
under my direct supervision and that I am a
duly Licensed Professional Civil Engineer under the laws of the
316
PLEASANT VIEW RD
REDMAN
LANETROENDLE
CIRCLENEZ
PERCE
DR 123
7
5
1
2
3
4
5
67
8
9
10
11
12
13 6
BLOCK 2BLOCK
2BLOCK 1 BLOCK
1 STORMWATER WETLAND/
FILTRATION NWL:994.0 100
YEAR
HWL:999.86
PEACEFUL LANEPEACEFUL LANE4
NEZ PERCE DRIVE PEACEFUL LANEFILTRATION
BASIN 2 100 YEAR
HWL:997.95 File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\WETLAND.dwg
Plotted By: Tyler Stricherz on April 18,
2025
at 3:20:47 PMKnow what's below.Call before you dig.R Dial
811 FOR R E
VI E W
O N L
Y
PRE
LI MI N
A R
Y NOT
F O
R C
O N
S T
R
U C TI O N www.alliant-inc.com
PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date
License no.DATEDESCRIPTIONProject No.:Drafted By:Designed By:
Sheet of Tyler Stricherz TAS, MPR ELL
I hereby certify
that this
plan,
specification,
or
report was prepared
by me or
under my
direct supervision and
that
I am
317
GU
997.62
1000
1010
994
1010
100010161012
1010
1000
996
10041000
100010041006
9961026
1
0
2
2
10
2
0
10201022
101010201000998100610201030
1032
1036103210301030102610241020
10
1
8
10181022101610
1
4
1008
990
992
992
1048
1046
1044
10
4
2
10
4
0
10
3
8
10
3
6
1
0
3
4
1032
1030
1028
1026
102410281026
10261024
1020
1016
1012
1010
GU
PLEASANT VIEW RD
REDMAN
LANETROENDLE
CIRCLENEZ
PERCE DR STORMWATER
WETLAND/FILTRATION NWL:
994.0 100 YEAR HWL:
999.86 PEACEFUL
LANEPEACEFUL LANENEZ PERCE
DRIVE PEACEFUL LANEFILTRATION BASIN 2
100
YEAR
HWL:
997.
95
WW
WW
W
W
176
181
1909
1910
1968
1972
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1998 1999 2000 969
970 File Location: X:\
4000320-
00\001\
40
Design\01 Sheets - Final Plat\TREE - INV.dwg Plotted
By: Tyler Stricherz on April 18, 2025
at
3:21:04 PMKnow what's below.Call before you dig.R Dial811
FOR R
E VI
E
W O
N L Y PRE LI MI N A R
Y NOT F O R C O N S
T R U C TI O NCity Submittal
4-18-2025 Chanhassen, Minnesota Final Plat
SubmittalPleasant View PointeTree
Preservation PlanTyler
Stricherz
TAS,
MPR
TLM 4000320-00
I hereby certify
that this plan, specification,
or report was
prepared by me
or
under
my direct supervision
and that
I am
a duly
Licensed Professional
Civil Engineer under the
laws of the
State of Minnesota.
22
27
22 N 0
SCALE IN
FEET 30
60 120
www.alliant-
inc.com
PROJECT TEAM DATA
QA/
QC
CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted By:
Designed By:Sheet of www.alliant-inc.com PROJECT TEAM DATA
QA/QC CHECK DateBy CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:
Designed By:Sheet of CANOPY
CALCULATIONS: TREE PRESERVATION NOTES: LEGEND: PLAN
NOTE: TREE PROTECTION SHALL
BE
PROVIDED BY
CONTRACTOR AS REQUIRED
TOENSURE
318
1000
1010
994
1010
100010161012
1010
1000
996
10041000
100010041006
9961026 1
0
2
2
10
2
0
10201022
10101020101610
1
4
1008
990
992
992
102610261024
1020
1016
1012
1010
PLEASANT VIEW RD
NEZ
PERCE
DR
STORMWATER WETLAND/FILTRATION
NWL:994.0
100 YEAR HWL:999.86
PEACEFUL LANENEZ PERCE
DRIVE
WW
WW
W
W
1909
1910
1972
1
143
144
145
146
147
148
149
150
151
152
153
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156
157158
439
440
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4000320-00\001\40
Design\
01 Sheets -
Final
Plat\TREE - INV.dwg Plotted By: Tyler Stricherz on
April 18, 2025 at 3:21:11
PMKnow
what's below.Call before you dig.R Dial 811 FOR R EVI
E W
O N
L
Y PRE
LI MI N A R Y NOT F O
R C O N S T R U C
TI O NCity Submittal 4-18-2025 Chanhassen,
Minnesota Final Plat SubmittalPleasant View PointeTree Perservation
Plan - Enlarged - NorthTyler
Stricherz TAS,
MPR
TLM
4000320-
00 I hereby
certify that this
plan, specification, or report
was prepared by
me or under
my
direct
supervision and that
I am
a duly
Licensed Professional
Civil Engineer
under
the laws of the
State of Minnesota.
23 27 23
N
0
SCALE IN FEET
15 30
60 www.
alliant-inc.
com PROJECT
319
GU
997.62
10101020998100610201030
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1036103210301030102610241020
10
1
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1018102210161048
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102410281026
1026GU
REDMAN LANEPEACEFUL LANEPEACEFUL
LANEFILTRATION BASIN 2 100 YEAR
HWL:
997.
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1972
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2000 969 970 File
Location: X:\4000320-00\
001\
40 Design\
01
Sheets - Final Plat\TREE - INV.dwg Plotted By: Tyler
Stricherz on April 18, 2025 at 3:
21:
16 PMKnow what's below.Call before you dig.R Dial 811 FORR
E VI
E W
O
N L
Y PRE LI MI N A R Y NOT
F O R C O N S T R
U C TI O NCity Submittal 4-18-
2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View
PointeTree Perservation Plan -
Enlarged - SouthTyler
Stricherz
TAS,
MPR
TLM 4000320-00
I hereby certify
that this plan, specification,
or report was
prepared by me
or
under
my direct supervision
and that
I am
a duly
Licensed Professional
Civil
Engineer under the laws
of the State
of Minnesota.24
27
24
N 0 SCALE
IN FEET
15 30
60 www.
alliant-inc.
320
File
Location: X:\4000320-00\001\40 Design\01 Sheets -
Final Plat\TREE - INV.dwg Plotted By:
Tyler
Stricherz on April 18, 2025 at 3:21:19 PMFOR R E VIE
W O
N L
Y
PRE LI
MI N A R Y NOT F O R
C O N S T R U C TI
O NCity Submittal 4-18-2025 Chanhassen, Minnesota
Final Plat SubmittalPleasant View PointeTree Inventory ScheduleTyler
Stricherz TAS, MPR
TLM 4000320-
00
I hereby certify that
this plan, specification,
or report was
prepared
by
me or under
my direct
supervision and
that I
am a
321
File
Location: X:\4000320-00\001\40 Design\01 Sheets -
Final Plat\TREE - INV.dwg Plotted By:
Tyler
Stricherz on April 18, 2025 at 3:21:24 PMFOR R E VIE
W O
N L
Y
PRE LI
MI N A R Y NOT F O R
C O N S T R U C TI
O NCity Submittal 4-18-2025 Chanhassen, Minnesota
Final Plat SubmittalPleasant View PointeTree Inventory ScheduleTyler
Stricherz TAS, MPR
TLM 4000320-
00
I hereby certify that
this plan, specification,
or report was
prepared
by
me or under
my direct
supervision and
that I
am a
322
GU
997.62
1000
1010
994
10 1 0
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1010
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9961026
1
0
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BLOCK 2BLOCK
2BLOCK 1
BLOCK 1 1000' Shoreland
District Boundary STORMWATER
WETLAND/FILTRATION NWL:
994.0 100 YEAR HWL:
999.
86 PEACEFUL LANEPEACEFUL
LANE4 NEZ PERCE
DRIVE PEACEFUL LANEFILTRATION BASIN 2
100
YEAR HWL:997.
95
GU
PLEASANT
VIEW RD
REDMAN LANETROENDLE
CIRCLENEZ PERCE
DR 1 -
RO 1 -
NF 1 -
BF 1 -
RB 1 -
SL 1 -
RB 1 -
RO 1 -
NS 1 -
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RB 1 -
AB 1 -
BF 1 -
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AB 1 -
CH 1 -
RO 3 -
WP 1 -
SL 1 -
AB 1 -
NF 1 -
CH 1 -
AB 1 -
RO 1 -
AB
1 - SL
1 -
NF
1 -
RB GU 997.
62
1000
1010
994
10
1
0
100010161012
1010
1000
996
10041000
100010041006
9961026
1
0
2
2 10 2
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10201022
101010201000998100610201030
1032
10361032103010301026102410
2
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1
8
10181022101610
1
4 1008
990 992
992
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2 10
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10261024 1020
1016 1012
1010 3 -
WP 3 -
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CH 1 -
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NS 1 -
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RB1 - NF1 -
SW1 - RO
1 - AE1 -
SW1 - NS
1 - RO1 -
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SW 1 -
NS 1 -
AE 1 -
AE 1 -
AE 1 -
SW 3 -
NS 1 -
AE 3 -
BF 2 -
WP 1 -
RO 3 -
CH 2 -
SL 1 -
AB 1 - NS 1 -
WP 2 - BF File
Location:
X:\4000320-
00\
001\40 Design\01 Sheets - Final Plat\LANDSCAPE.dwg
Plotted By: Tyler Stricherz on April 18,
2025
at 3:21:48 PMKnow what's below.Call before you dig.RDial
811 FOR R E
VI E W
O N L
Y
PRE
LI MI N
A R
Y NOT
F O
R C
O N
S T
R
U
C
TI O NCity Submittal 4-18-2025 Chanhassen, Minnesota
Final Plat SubmittalPleasant View PointeLandscaping Planwww.alliant-inc.com
PROJECT TEAM DATA QA/QC CHECK DateBy
CERTIFICATION Date License no.DATEDESCRIPTIONProject No.:Drafted
By:Designed By:
Sheet of
4000320-
00
John
Gronhovd 59233 JG
TLM I hereby
certify
that this
plan, specification,
or report
was prepared
by
me
or under
my direct supervision
and
that I am a duly
Licensed Landscape Architect under the laws of the State of Minnesota.27 27 27 N 0
SCALE IN FEET 30
60 120 1 PLANTING NOTES: LANDSCAPE REQUIREMENTS: SEEDING NOTES: LANDSCAPE SCHEDULE: LEGEND: 1 TREE PLANTING
NOT TO SCALE NOTES:1.TREE STAKING IS OPTIONAL.2.DO NOT PRUNE THE TREE
AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO-
DOMINANT LEADERS AND BROKEN OR DEAD
BRANCHES.3.FOR TREES IN CONTAINERS,
REMOVE CONTAINER PRIOR TO
PLANTING. FOR BARE ROOT TREES, PLACE TREE
IN MIDDLE OF
PLANTING HOLE, SPREAD ROOTS OUT RADIALLY FROM
THE TRUNK AROUND THE PREPARED HOLE.
PREPARE PLANTING AREA 3X THE DIAMETER OF
THE ROOTBALL OR PER PLAN
IF PLANTED IN A BIORETENTION OR
LARGER PLANTING AREA PLACE ROOTBALL ON
UNEXCAVATED OR
TAMPED SOIL EXPOSE TRUNK FLARE,DO NOT PILE
MULCH AGAINST TREE TRUNK MULCH RING, DIAMETER PER PLAN
OR LANDSCAPE NOTES. PLACE MULCH SO NOT
IN CONTACT
WITH
BASE OF
TREE.
COMPLETELY REMOVE AND DISPOSE OF
ALL TWINE, ROPE AND BASKETS. DISPOSE INTO PROPER LOCATION.
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT PRESSURE SO THAT THE
ROOT BALL DOES NOT SHIFT.PLANTING
SOIL, BACKFILL
PLACED IN 6" LIFTS GUYING
PLAN SOD UNDISTURBED SUBSOIL ROOTBALL
PRUNE DEAD AND BROKEN BRANCHES 16" POLY STRAP,
323
4180 Napier Ct NE Michael, MN 55376
Office: 763.424.1500
www.racheldevelopment.com
Pleasant View Pointe – Final Plat/Plan Narrative
To: City of Chanhassen
From: Rachel Development, Paul Robinson – Development Director
Date: 4/18/2025
A. Submittal Documents
1. Narrative
2. Final Plan Set (Grading, Streets, and Utilities)
3. Site Plan Rendering
4. Easement Vacation Exhibit
5. Storm Water Management Plan
6. Final Plat
B. Applicant and Consultants
1. Developer – Rachel Development, Paul Robinson, Development Director
2. Builder – Charles Cudd Co., Rick Denman, Charles Cudd, Matt Olson
3. Civil Engineer(s) – Alliant Engineering - Tyler Stricherz, Mark Rausch
4. Survey – Alliant Engineering - Dan Ekrem
5. Wetland Consultant – Kjolhaug Engineering, Melissa Barrett
6. Attorneys – Larkin Hoffman, Peter Coyle, Ryan Boe
C. Site Basics
Land Use Plan Guiding – Low Density Residential – 1-4 units/acre
Zoning – RSF
Development Acres – 14.046
Owner – Beddor Enterprises, LP
PID’s: 258700063, 258690130, 258710190, 258700060, and 258700062.
324
Pleasant View Pointe – Final Plat/Plans
March 18, 2025
Page 2
2
D. Status - Introduction
On March 4th, 2025 a public hearing was held to review the Preliminary Plat and Wetland
Replacement Plans for Pleasant View Pointe. The Planning Commission recommended approval
and passed the plans onto the City Council for review and approval. On March 24th, 2025 the City
council approved the Preliminary Plat and wetland replacement plan with a few recommendations
and changes. These have been incorporated in the final plan set and summarized below.
325
Pleasant View Pointe – Final Plat/Plans
March 18, 2025
Page 3
3
E. Changes to Preliminary Plat
1. Storm Water Treatment – Pond to Constructed Storm Water Wetland – The final plans
include the use of a constructed storm water wetland for treating the storm water. This was
discussed and approved with the Preliminary Plat and is now in the final plan set. This
constructed storm water wetland treats the storm water from the proposed Pleasant View
Pointe development, a portion of Troendle Addition as well as current and future portions of
Pleasant View Road.
2. Additional Storm Water Treatment Considerations - With the final plan set we addressed
three comments from the City and MCWD related to areas of the property that were not
previously being treated directly but were included in the final plans.
a. One includes a small treatment facility created to treat the stormwater coming off
the backyards of the homes on Lots 9-13 Block 2 along the steep slope.
b. The second area is along the southern property line. While our Preliminary Plat met
the requirements for this area the City asked if we could capture some additional
storm water in this location. Our final plan includes a catch basin and storm pipe at
the southern property line which is designed to capture a large portion of the
drainage going south today and reroute it to and through the constructed storm
water wetland system. This also includes capturing a portion of the storm water
draining to this area from City water tower property.
c. The third comment we addressed concerned sizing the stormwater wetland to
accommodate the future re-construction of Pleasant View Road. For this we
assumed a 31’ road section along with a 10’ paved trail. We also extended the
Pleasant View drainage area east and west of the existing drainage area to capture
as much impervious as possible to direct into our storm water wetland system.
All of the changes to the storm water system are addressed in detail in the storm water
report/narrative.
3. Connection to Nez Perce – As a part of the Council’s Preliminary Plat approval the Council
decided that connecting Nez Perce as was initially intended was the City’s preference. This
connection is now shown in the plans. The additional frontage created by this change
allowed us to add one additional homesite along Nez Perce.
4. Revised Tree Preservation – Some additional tree loss is shown in the plans. This was due to
a number of factors including but not limited to accommodating the Nez Perce connection,
accommodating additional storm water treatment and some limited tree loss to
accommodate some layout and lot type modifications. The vast majority of perimeter trees
are still being saved as shown in the Preliminary Plat.
326
Pleasant View Pointe – Final Plat/Plans
March 18, 2025
Page 4
4
5. Pleasant View and Nez-Perce Extensions – The final plans indicated rebuilding Peaceful
Lane and a portion of Nez Perce. Exactly what that means and how it is being paid for will be
resolved as a part of the final plan review and Development Agreement/Contract process.
F. Plan Details
Lots – 20
All lots meet or exceed RSF standards
The set-backs and area requirements of the RSF are shown in the final plan set.
327
Pleasant View Pointe – Final Plat/Plans
March 18, 2025
Page 5
5
G. Other Considerations
Vacation of Drainage and Utility Easement – As noted in our Preliminary Plat the existing
Drainage and Utility easement for the current NURP pond will need to be vacated and
replacement with a new Drainage and Utility Easement encompassing the storm water
wetland and related storm water components.
Vacation of Right of Way (ROW) - There are a few locations where existing right of way will
need to be vacated. This was also noted with our Preliminary Plat application.
o Redman Lane/Peaceful vacations were approved a number of years ago but were
never recorded. These will need to be recorded with our final plat.
o Since Nez Perce is being relocated, the existing Nez Pearce connection that extends
through the property today will also need to be vacated with the final plat/plan
approval. All easements needing to be vacated are in the plan set and shown below.
328
Pleasant View Pointe – Final Plat/Plans
March 18, 2025
Page 6
6
H. Builder
As was discussed during our Preliminary Plat approval process, we are working with Charles
Cudd Co. on this neighborhood. Below are the examples of the types homes that could be built
in this neighborhood that were also shown to the City during the Preliminary Platting process.
I. Closing
We are looking forward moving ahead with our final plans and will work with the City to answer any
questions that may remain and work out any final plan changes as needed.
329
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Rachel Development Inc. for a twenty-lot subdivision.
On May 19, 2025, the Chanhassen City Council met at its regularly scheduled meeting to
consider the final plat application to subdivide 13.65 acres into twenty single-family lots and
based upon the ordinances currently in place the City Council makes the following:
FINDINGS OF FACT
1. On April 18, 2025, the city received a land use application for a final plat of a residential
subdivision, for the property legally described in the attachment titled Exhibit A.
2. The property is currently zoned Single-Family Residential, RSF.
3. The property is guided by the Land Use Plan for Low Density Residential.
4. The Subdivision Ordinance directs the City Council to consider seven possible adverse
effects of the proposed subdivision. The seven effects and our findings regarding them are:
a. The proposed subdivision is consistent with the zoning ordinance;
Finding: The subdivision meets all the requirements of the RSF, Residential Single-
Family District and the zoning ordinance if the conditions of approval are met.
b.The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the city's comprehensive plan;
Finding: The proposed subdivision is consistent with the Comprehensive Plan and
subdivision ordinance if the conditions of approval are met.
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater
330
drainage are suitable for the proposed development;
Finding: The proposed site is suitable for development subject to the conditions specified
in this report.
d. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by this
chapter;
Finding: The proposed subdivision will provide adequate urban infrastructure subject to
the conditions specified in this report.
e. The proposed subdivision will not cause environmental damage;
Finding: The proposed subdivision will not cause significant environmental damage
subject to the conditions of approval. The proposed subdivision contains adequate open
areas to accommodate house pads.
f. The proposed subdivision will not conflict with easements of record; and
Finding: The proposed subdivision will not conflict with existing easements, but rather
will expand and provide all necessary easements.
g. The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
1) Lack of adequate stormwater drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off-site public improvements or support systems.
Finding: The proposed subdivision will have access to public utilities and streets if the
specified conditions of approval are met.
5. The planning report Planning Case 2025-02, dated May 14, 2025, prepared by Rachel
Arsenault, et al, is incorporated herein.
DECISION
The City Council approves the final plat based on the findings of fact included herein,
and subject to the conditions of the staff report.
ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_.
331
CHANHASSEN CITY COUNCIL
BY:___________________________________
Mayor, Elise Ryan
BY:___________________________________
City Manager, Laurie Hokkanen
332
EXHIBIT A
PID #258710190 (955 Pleasant View Road)
All of Lot 1 and that part of Lot 2, Block 3, "Vineland Forest", Carver County, Minnesota, lying Northerly of a line
drawn from a point on the East line of said Lot 2 a distance of 53.53 feet North of the Southeast corner of said
Lot 2 to a point on the West line of said Lot 2 distant 66.00 feet North of the Southwest corner of said Lot 2 and
there terminating.
PID # 258700060 (6535 Peaceful Lane)
That part of Lots 5 and 6, “Vineland”, described as follows: Commencing at the southeast corner of said Lot 5;
thence North 89 degrees 16 minutes 34 seconds West, assumed bearing, along the south line of said Lot 5, a
distance of 168.62 feet to the actual point of beginning of the tract of land to be herein described; thence North 0
degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00
feet; thence South 7 degrees 25 minutes 34 seconds East 129.57 feet; thence South 89 degrees 16 minutes 34
seconds East 160.63 feet; thence North 0 degrees 43 minutes 26 seconds East 96.01 feet to the actual point of
beginning, Carver County, Minnesota.
Together with an easement for ingress and egress over and across that part of Lot 5, “Vineland”, Carver County,
Minnesota lying Westerly of the following described line:
Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the south line of said Lot 5 a distance of 168.62 feet; thence North 0 degrees 43
minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less, to a point on the south line
of said Lot 5, which point is the point of beginning of the line to be described; thence on a line running North 7
degrees 25 minutes 34 seconds West a distance of 160 feet, more or less, to the intersection of said line with the
westerly lot line of said Lot 5, and there terminating.
And
That part of Lots 5 and 6, "Vineland", Carver County, Minnesota, described as follows: viz:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, "Vineland" lying Easterly of a line
drawn perpendicular to the South line of said Lot 5 from a point on said South line distant 168.62 feet Westerly
along said South line from the Southeast corner of said Lot 5.
PID # 258700063 (No Address Assigned)
Lot 5, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz:
Commencing on the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet to the actual point of beginning of
the parcel being described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89
degrees 16 minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds East a
distance of 32.57 feet, more or less, to a point on the South line of said Lot 5 (hereinafter referred to as “Point
A”); thence Easterly along the South line of said Lot 5 to the point of beginning.
Subject to an easement for ingress and egress and utility purposes, appurtenant to and for the benefit of the
above described Exception, which said easement is described as all that part of said Lot 5, Vineland, lying
Westerly of the following described line: Beginning on the South line of said Lot 5 described above as “Point A”;
thence on a line running North 7 degrees 25 minutes 34 seconds West a distance of 160 feet more or less, to its
intersection with the Westerly line of said Lot 5 and there terminating.
Also excepting from said Lot 5 that part thereof described as follows, viz:
A 50.00 foot strip of land over and across Lot 5, Vineland, Carver County, Minnesota, the centerline of said strip
is described as follows:
Commencing at the Northeast corner of Lot 5; thence South 00 degrees 24 minutes 03 seconds East, on an
assumed bearing, along the East line of Lot 5, a distance of 380.86 feet to the point of beginning of the centerline
to be described; thence Westerly, a distance of 29.21 feet along a non-tangential curve concave to the South,
said curve having a radius of 198.13 feet, a central angle of 08 degrees 26 minutes 53 seconds and a chord
bearing of North 71 degrees 56 minutes 25 seconds West; thence North 76 degrees 09 minutes 51 seconds
West tangent to last described curve, a distance of 170.81 feet; thence Northwesterly, a distance of 124.92 feet,
along a tangential curve concave to the Northeast, said curve having a central angle of 39 degrees 52 minutes
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43 seconds and a radius of 179.48 feet to a point hereinafter referred to as “Point B”; thence continue
Northwesterly and Northerly along the last described curve a distance of 124.92 feet and said centerline there
terminating.
Also excepting, a 50.00 foot strip of land over and across said Lot 5, Vineland, the centerline of said strip is
described as follows:
Beginning at the above described “Point B”; thence South 53 degrees 42 minutes 49 seconds West, a distance
of 100.00 feet and said centerline there terminating.
PID #258700062 (No Address Assigned)
Lot 6, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz: Commencing at
the Northeast corner of said Lot 6, thence North 89 degrees 16 minutes 34 seconds West, assumed bearing,
along the North line of said Lot 6, a distance of 168.62 feet to the actual point of beginning of the land to be
described; thence South 0 degrees 43 minutes 26 seconds West a distance of 96.01 feet; thence North 89
degrees 16 minutes 34 seconds West a distance of 160.63 feet; thence North 7 degrees 25 minutes 34 seconds
West a distance of 97.00 feet to the North line of said Lot 6; thence Easterly along the said North line of Lot 6 to
the point of beginning.
Excepting from said Lot 5 and said Lot 6 the following described premises:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, “Vineland” lying Easterly of a line
drawn perpendicular to the South line of said Lot 5 from a point on said South line distance 168.62 feet Westerly
along said South line from the Southeast corner of said Lot 5.
And
Lot 7, Vineland, Carver County, Minnesota, except that part of said Lot 7 described as follows, viz: Commencing
at the Southwest corner of Lot 7, Vineland; thence North 1 degree 53 minutes 49 seconds East a distance of
76.37 feet to a point on the Southeasterly line of Peaceful Lane; thence North 36 degrees 53 minutes 34
seconds East along said Southeasterly line of Peaceful Lane a distance of 174.79 feet; thence South 87 degrees
50 minutes 55 seconds East a distance of 294.35 feet; thence South 1 degree 03 minutes 23 seconds West a
distance of 220.04 feet to the Southerly line of said Lot 7; thence South 87 degrees 50 minutes 55 seconds West
along said Southerly line of Lot 7 a distance of 397.82 feet to the point of beginning.
Together with an easement appurtenant to the foregoing Parcels 2, 3 and 4 for ingress and egress over and
across that part of Lot 5, Vineland, Carver County, Minnesota lying Westerly of the following described line:
Commencing at the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet; thence North 0 degrees 43
minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less, to a point on the South line
of said Lot 5, which point is the point of beginning of the line to be described; thence on a line running North 7
degrees 25 minutes 34 seconds West a distance of 160 feet, more or less, to the intersection of said line with the
Westerly lot line of said Lot 5, and there terminating.
PID #258690130 (1015 Pleasant View Road)
Outlot A, Troendle Addition, Carver County, Minnesota.
All Abstract Property
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Application: Final Plat.
(Planning Case #2025-02)
Staff Report Date:May 14, 2025
Drafted By:Rachel Arsenault, Associate Planner
Joe Seidl, Water Resources Engineer
Mackenze Grunig, Project Engineer
City Council Review Date: May 19, 2025
SUMMARY OF REQUEST:The Applicant is requesting final plat approval to subdivide the
property at and around 6535 Peaceful Lane into twenty lots.
LOCATION:955 Pleasant View Road,
1015 Pleasant View Road, &
6535 Peaceful Lane
PID: 258710190,
258690130, 258700063,
258700060, & 258700062
APPLICANT:Rachel Development, Inc.
PROPERTY OWNER:Beddor Enterprises, LLP
PRESENT ZONING:Single-Family Residential, RSF
2040 LAND USE PLAN:Residential – Low Density (1.2 – 4.0 units/net acre)
ACREAGE:13.65 Acres
DENSITY:1.46 Units/Acre
PROPOSED MOTION:
“The Chanhassen City Council approves the requested final plat for the subdivision on Pleasant
View Road subject to the conditions of approval and adopts the attached Findings of Fact and
Decision.”
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LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The city’s discretion in approving or denying a final plat is limited to whether or not the
proposed plat meets the standards outlined in the Subdivision Regulations and Zoning
Ordinance. If it meets these standards, the city must approve the final plat. This is a quasi-
judicial decision.
COMMUNITY ENGAGEMENT
Notice of the prior public hearing for the preliminary plat was mailed to all property owners
within 500 feet.
The applicant held a neighborhood meeting on July 31st, 2024. This neighborhood meeting was
conducted entirely by the Applicant to gather feedback from adjacent property owners prior to
the City Council workshop on October 14
th, 2024. The preliminary plat, variance, and wetland
alteration permit went to Planning Commission on March 4th, 2025, and City Council on March
24th, 2025.
APPLICABLE REGULATIONS
Chapter 18, Subdivision
Chapter 20, Article XXII, RSF Single-Family Residential District
PROPOSAL/SUMMARY
The Applicant is proposing the subdivision of 13.65 acres of properties, zoned Single-Family
Residential and guided for Low-Density Residential into twenty lots.
HISTORY
The properties are divided into three prior plats: Vineland, Vineland Forest, and Troendle
Addition.
First is the historical Vineland plat in 1887; due to the age of this plat, the roads do not match
currently existing, nor do the street names. The scale of the area it once included is unknown
due to the missing measurement units. Four of the parcels included in this subdivision and the
water tower parcel next door have not been replatted since this plat.
The next plat is the Vineland Forest platted in 1990. There is only one parcel in the proposed
new subdivision that is from this plat, and it has since gone through a lot line adjustment and
lot combination in 1996.
The final plat Troendle was platted in 1991; one parcel in the new proposed subdivision is
included in this previous plat as an outlot. As a condition of the Troendle plat approval the
developer was required to create a temporary cul-de-sac with a sign affixed at the end notifying
residents of the future extension of Nez Perce. Additionally, the developer was required to
place a notice on each lot’s chain of title that Nez Perce will be ultimately extended as a
through street to Pleasant View. These conditions were due to the fact the plat included a
dead-ending cul-de-sac 1,400 feet long. The requirements at the time of approval were vague,
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stating the maximum length of a dead end shall be determined as a function of the expected
development density along the street, thus resulting in the conditions of approval.
City Code section 18-III-(7) states that one or two family residential developments where the
number of dwelling units exceeds 30 shall be provided with two separate and approve fire
apparatus access road, and shall meet the requirements of section 18-57(u)(4)(iii) with the
following exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus road
and all dwelling units are equipped throughout with an approved automatic sprinkler system in
accordance with section 903.3.1.1, 903..3.1.2, or 903.1.3 of the International Fire Code, access
from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus road shall not be increased unless fire
apparatus access roads will connect with future development, as determined by the fire code
official.
Currently Nez Perce/Troendle Circle and Vineland Court have 33 homes on a single fire
apparatus road which was approved based upon the potential for a future secondary access
with future development of the Beddor property which is currently contemplated for
development. If Nez Perce does not connect to Peaceful Lane as a result of development of the
Beddor property, the existing 33 homes will no longer be in compliance with Chapter 18 of the
Chanhassen city code.
Environmental Protection Districts
Wetland Protection – There are two wetlands on this property.
Bluff Protection – There is a bluff on the SW corner of the property.
Shoreland Management – Lots 1-6, Block 1 are within this district.
Floodplain Overlay – Not within FEMA Flood Zones 2018.
SUBDIVISION REVIEW
There are 20 lots proposed in this subdivision along with extended right-of-way for Peaceful
Lane and Nez Perce Drive.
COMPLIANCE TABLE
Parcel Area Frontage Depth Lot Cover Notes
B1-L1 38,635.09 147.02 270.97 9,658.77
B1-L2 32,612.86 177.1 250.28 8,153.21
B1-L3 30,196.91 190.87 192 7,549.22
B1-L4 27,225.02 132.8 242.37 6,806.25
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B1-L5 30,659.5 118.32 280.91 7,664.87 Double
Frontage
B1-L6 36,216.68 104.12 351.06 9,054.17 Double
Frontage
B1-L7 60,631.67 196.69 297.22 15,157.91
B2-L1 19,780.88 103 170.08 5,934.26 Corner Lot
B2-L2 19,507.25 112.49 175 5,852.17
B2-L3 19,727.72 109.26 181.5 5,918.31
B2-L4 19,758.51 114.08 175.87 5,927.55
B2-L5 19,926.25 118.49 133.5 5,977.87
B2-L6 24,654.92 90.01 147.28 7,396.47
B2-L7 23,133.74 90.01 147.28 6,940.12
B2-L8 18,281.55 114.48 125.19 5,484.46
B2-L9 46,604.18 92.22 421.71 13,981.25
B2-L10 32,804.7 90.2 367.72 9,841.41
B2-L11 27,092.45 90.28 304.64 8,127.73
B2-L12 22,069.86 90.48 244.93 6,620.95
B2-L13 26,628.59 150.12 184.07 7,988.57
Setbacks: Front - 30 ft., Side - 10 ft., Rear - 30 ft.
Staff notes that the proposal is consistent with the Comprehensive Plan and the Zoning
Ordinance.
LANDSCAPING
The developer is proposing to remove the existing trees in areas to be graded and plans to save
the trees around the perimeter of the lots and development as a whole.
The plans for development include canopy calculations to establish the number of replacement
trees required to be planted per city code, currently 96 trees will need to be planted, these are
shown on the landscaping plan.
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The landscaping plan dated 04-18-2025 adheres to the City’s species diversity requirements
which states that the landscaping plan shall consist of no more than 10% of the trees can be
from one tree species, no more than 20% of the trees can be from one genus, and no more
than 30% of the trees can be from one family.
ROADS
The development proposes a road extension of Peaceful Lane which connects to Pleasant View
Road. It also shows an extension of Nez Perce Drive to Peaceful Lane. The City of Chanhassen
2040 Comprehensive Plan includes a chapter focused on transportation. Within that chapter is
a section on local street improvements which includes the “Nez Perce/Pleasant View Road
Connection” as an improvement. That section of the Comprehensive Plan states as follows:
“During review of the Vineland Forest plat, it was evident that a connection between Nez
Perce/Lake Lucy Road and Pleasant View Road was warranted since there was no north-
south connection between Powers Boulevard (CSAH 17) and Lotus Lake. Improved
access is needed for local trips and to ensure the adequate provision of emergency
services. At the same time, there were concerns voiced regarding the introduction of
additional trips onto Pleasant View Road since the street already suffers from capacity
and design constraints. Therefore, it was determined that the Pleasant View Road
intersection should be located as far west as possible at the Peaceful Lane Intersection.”
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Based on the information included within the City’s Comprehensive Plan, the proposed final
plat for Pleasant View Pointe is shown with the Nez Perce Drive extension to Peaceful Lane
which connects to Pleasant View Road.
The resulting cul-de-sac of Peaceful Lane is measured at approximately 540 feet. City Code
allows for cul-de-sacs up to 750 feet in length. As shown the roadway network proposed with
the Final Plat is consistent with the City’s Comprehensive Plan and the previously approved
Preliminary Plat.
PROJECT OVERVIEW
The Applicant is requesting final plat approval to subdivide the property at and around 6535
Peaceful Lane into twenty lots. Construction plans developed by Alliant Engineering Inc. dated
April 18,2025 were reviewed by staff.
GRADING & DRAINAGE
The project site is located south of Christmas Lake and consists of five parcels with one single
family residence located onsite along with a driveway, and outbuildings. The project site is
bounded by Pleasant View Road to the north, Peaceful Lane to the West and single-family
homes on the South and East. In the existing condition the majority of the surface runoff from
the site flows into the pond/wetland on the northern portion of the site. This pond/wetland
drains west through an 8 inch culvert into a wetland complex east of Powers Blvd. Runoff from
the wetland/pond ultimately drains to Christmas Lake through a series of wetlands, stormwater
ponds, and stormwater infrastructure. A small portion of the site drains to the east between
existing homes into public storm sewer on Troendle Circle which ultimately drains into the
pond/wetland located onsite. A small portion of the site drains south through properties
located on Lake Lucy Road and ultimately drains to Lake Susan thought a wetland complete
east of Powers Blvd.
In the proposed condition the site would be mass graded to facilitate the construction of public
roads, utilities and homes. The proposed drainage remains similar to existing conditions. The
majority of the site will be captured and routed by storm sewer and drainage swales to the
proposed stormwater management BMP located where the existing pond/wetland is today.
Drainage from the Troendle Addition will be routed to the proposed stormwater
wetland/filtration basin. A small portions of the site that are not routed to the stormwater
basin would sheet flow west, south, and east similar to that in existing conditions. The portion
that flows west is directed to a proposed filtration basin. The southern portion is caught by
storm sewer and routed to the proposed BMP. The proposed conditions are capturing runoff
from portions of Peaceful Lane and Pleasant View Road and routing the stormwater to the
stormwater wetland/filtration basin via storm sewer. The proposed impervious treatment for
the development is accounting for the maximum impervious for each lot.
The proposed design uses backyard drains to collect and direct stormwater from the south and
east areas of the site. However, this approach requires very deep storm sewers, which are
difficult and expensive to install and maintain. It would also necessitate larger drainage and
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utility easements along side yards to allow for future reconstruction of the system. As an
alternative, some stormwater from the south side of the project could be routed to the City's
stormwater system on Lake Lucy Road. A private BMP may be required to meet stormwater
quality standards for runoff leaving the site. As such, the applicant shall work with City staff to
improve the stormwater design to ensure it can be maintained within the subdivision's
easements.
EROSION CONTROL
The proposed development will impact one (1) acre of disturbance and will, therefore, be
subject to the General Permit Authorization to Discharge Stormwater Associated with
Construction Activity Under the National Pollution Discharge Elimination/State Disposal System
(NPDES Construction Permit). A Surface Water Pollution Prevention Plan (SWPPP) was included
in the plat submittal. The SWPPP is a required submittal element for final plat review along
with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City
Ordinance. No earth disturbing activities may occur until an approved SWPPP is developed.
This SWPPP shall be a standalone document consistent with the NPDES Construction Permit
and shall contain all required elements of the permit. The SWPPP will need to be updated as
the plans are finalized, when the contractor and their sub-contractors are identified and as
other conditions change. An approved SWPPP shall be submitted prior to recording the final
plat. All erosion control shall be installed and inspected prior to initiation of site grading
activities.
WETLANDS
The proposed plans show two (2) wetlands onsite that were delineated by Kjolhaug
Environmental Services on July 3, 2024. The delineation was approved by the City of
Chanhassen in its role as the local governing unit (LGU) that is responsible for administering the
Wetland Conservation Act (WCA). The Technical Evaluation Panel (TEP) made up of
representatives from the city, Watershed District, MN Department of Natural Resources (DNR),
Board of Water and Soil Resources (BWSR), and Carver County Soil and Water Conservation
District (SWCD) are all part of the WCA process in reviewing wetland applications including
types and boundaries. The Wetland types and sizes on site were determined to be:
Wetland 1 - 0.08 acre wetland meadow depression
Wetland 2 – 0.67 acre wet meadow of which 0.16 areas are historic and governed by
WCA
The applicant submitted a no-loss application which asserted that Wetland 2 was manmade
and therefore incidental. Portions of Wetland 2 were determined to be an incidental wetland
by the TEP. It was determined that earth moving activities associated with past projects onsite
modified the area and altered the wetland, however there were areas of historic wetland that
while altered still have wetland characteristics today and are therefore governed by WCA
regulations. As such only 0.16 acres of wetland 2 is governed by WCA regulations. During the
design process the applicant’s Engineer discovered the grading plans associated with the
Troendle Addition that showed that Wetland 1 was likely created with the grading of the
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subdivision. As such, the LGU and TEP support the determination that wetland 1 is incidental.
The findings will be memorialized with a formal WCA decision processed concurrently with the
sequencing application.
The proposed plan would fill wetlands 1 and 2. The grading and filling over the wetlands would
facilitate the construction of the homes and stormwater treatment best management practices
(BMPs), associated with the development. WCA regulations and City Ordinance were created to
protect wetlands because of their value as a water resource and their numerous benefits to the
surrounding area (water quality, flood mitigation, wildlife habitat, etc.). The main principles of
the WCA are to avoid wetland impacts, then minimize impacts, and finally replace filled
wetlands where wetland altering activities could not be avoided. The process of filling wetlands
and showing the avoidance and minimization are defined in State Statue 8420 and submitted to
the LGU as a Joint Permit Sequencing Application. The applicant must secure permits for the
wetland impacts from the LGU prior to construction. The applicant submitted a sequencing
application with the preliminary plat application which was reviewed by the TEP. The
sequencing application outlines why the applicant needs the specific design, alternative designs
reviewed, and actions to minimize wetland impacts. The application and review are a rigorous
process. The original application was determined to be deficient with regards to demonstrating
the need for the project and the quality of the avoidance and minimization alternatives
provided. Staff met with the applicant to outline initial comments and requested an updated
and more robust application focusing on the engineering challenges of why the wetlands could
not be designed around.
An updated application was submitted on January 29, 2025. The updated application focused
on the water quality benefit of the proposed revised constructed wetland treatment BMP. The
TEP reviewed the updated application and discussed findings during a coordination meeting on
February 14th. Remaining comments were sent over to the applicant on February 17th. The
applicant revised the submittal and sent over additional review materials on February 21st and
24th that answered most of the TEP’s questions. The City requested a design modification which
would minimize impacts to the historic wetland area which the applicant’s Engineer completed
(scenarios 1 and 2). This area would remain as a shallow pond type wetland that would function
in similar fashion as it does today. The applicant also sent over a draft maintenance proposal
for the native vegetation around the BMP which outlines that an HOA would be created for this
purpose.
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Scenario 2 Schematic
Scenario 2 Grading
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The applicant’s preferred design (scenario 2) would fill a small portion of the historic wetland
but the majority would not be graded. Additionally, the constructed wetland proposed would
result in higher pollutant removals than other options reviewed and would be a net benefit to
local water quality. Scenario 2 would likely increase the amount of untreated stormwater
drained through the historic wetland, as such it would still result in a permanent wetland
impact which requires mitigation with the purchase of wetland banking credits. The applicant’s
Joint Permit Application did outline the purchase of wetland banking credits.
Impacting wetlands in Chanhassen requires a wetland alteration permit as defined in Article VI,
Chapter 20 of City Ordinance which must be approved by City Council. The intent of this section
of code was to give the city additional control of wetland impacting activities within the city of
Chanhassen and ensure that the WCA was followed by all activities that could impact wetlands.
The applicant revised the concept stormwater wetland design to address the TEPs comments.
The concept design and wetland alteration permit were approved the City Council on the
March 24, 2025 Meeting. The City of Chanhassen issues a notice on decision on April 14, 2025
that approved the sequencing application. As part of the application the applicant is purchasing
wetland banking credits to offset the impacts to wetland 2. The entire historic portion of
wetland two is being mitigated for because of the water quality secondary impacts to the
wetland.
STORM WATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required storm water management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of
site plans, subdivisions and water management features.” These standards include abstraction
of runoff and water quality treatment resulting in the removal of 90% total suspended solids
(TSS) and 60% total phosphorous (TP). The proposed project is located within the Minnehaha
Creek Watershed District (MCWD) and is therefore subject to the watershed’s rules and
regulations. A Stormwater Management Report was submitted for review to confirm all
applicable stormwater management requirements are being met. This includes rate control,
volume abstraction and water quality requirements among others. All comments on the
proposed design from both the city and MCWD will need to be addressed. The applicant shall
provide final versions of all modeling (HydroCAD and MIDS) and Stormwater Management
Report to address remaining comments and confirm rate, volume and water quality
requirements are met as part of the final plans. Additionally permit approval from the
watershed district shall be provided with the final plans to confirm the design is meeting all
applicable stormwater management requirements prior to the commencement of construction
activities.
The applicant is proposing to meet stormwater regulations with the construction of a
stormwater wetland/filtration basin stormwater best management practice (BMP) located on
the northwest corner of the site where the existing pond/wetland is located and a filtration
basin on the west side of the site. The BMP is located within an existing drainage and utility
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easement (D&U) that serves to protect the existing pond/wetland located in the area. The
existing easement is larger than the current area of the pond/wetland. There are limited
opportunities for stormwater management in this part of Chanhassen. The proposed
stormwater management facilities onsite are oversized to provide treatment for the future
Pleasant View Road reconstruction project which is scheduled for 2026-2027 construction. The
applicant included 9,656 cf of treatment volume for the future construction Peaceful Lane
(10,071sf of impervious) and for Pleasant View Road (47,867 sf of impervious).
The existing easement will need to be vacated by the city and then reconfigured. In order to
approve the use of the existing D&U for the subdivision drainage the applicant must
demonstrate that the proposed design is appropriately oversized to accommodate the existing
and future stormwater management needs of the city. The applicant shall update the
stormwater management sizing analysis with the final plans The analysis shall be submitted
with the final plans and must be approved by the watershed district prior to recording the final
plat.
There are several minor issues that need to be addressed in the design of the stormwater
wetland/filtration basin BMP and the filtration basin located on the west portion of the site.
Currently, the stormwater wetland does not fully drain within 48 hours, which does not
meet performance standards. Expanding the filtration area may be necessary to achieve
this drainage requirement.
The proposed design falls short of the City’s 3-foot freeboard requirement for Block 1,
Lot 6 by 0.06 feet. This issue can likely be resolved through minor grading adjustments.
The placement of the drain tile pipes, cleanouts, and outlet control structures presents
accessibility challenges for City maintenance staff. An alternative routing option is
included in the engineering plan comments.
The outlet pipe from the stormwater wetland is currently located where the existing
outlet is, near the top of a hill - which has led to the formation of an eroded, incised
channel between the outlet and the downstream wetland/pond. A more effective
design would extend the outlet pipe to discharge at the normal water level of the
receiving water body, though other solutions may also be appropriate.
The west filtration basin will need a defined access for maintenance.
Stormwater from the development is proposed to be directed down a steep slope from
the rear yards of Block 2 Lots 8-12. This configuration has a high risk of causing erosion
problems that could impact the functionality of the filtration basin.
As such, the applicant shall work with City staff to improve the stormwater design and resolve
staff’s concerns.
The proposed wetland/filtration BMP system shown in the final plat construction plans will be
publicly owned and maintained. The filtration basin located on the west side of the develop
does not manage stormwater from the ROW and therefore is private. Furthermore, there may
be the need for additional private stormwater infrastructure with the final plans. A
maintenance plan for any proposed BMPs will be required and should include the maintenance
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schedule, responsible party, and should include information on how the system will be cleaned
out as necessary. The applicant shall submit a stormwater operations and maintenance plan as
part of the final plans. The stormwater operations and maintenance plan shall be recorded
concurrently with the development contract.
RECOMMENDATION
Staff recommends approving the final plat and development contract subject to the conditions
of approval and adopts the attached Findings of Fact and Decision.
__________________________________________________________
APPLICATION REVIEW COMMENTS
PLANNING:
1. Conservation signage shall be required to be placed along the boundary of the
stormwater facility south of Pleasant View Road encompassing portions of proposed lots
3, 4, 5, 6, and 7 of Block 1. Signage shall be placed on a post no smaller than 4"x4" with a
concrete footing and the location of signage is at the sole discretion of the city.Condition
Remains.
2. Applicant shall update corresponding plan sheets including the cover sheet, demolition
plan, preliminary plat, grading and drainage plan, grading profiles, erosion and sediment
control plan, sanitary sewer and watermain plan, storm sewer plan, wetland
management plan, tree preservation plan, tree inventory schedule, and landscaping plan
based upon the updated site plan which extends Nez Perce Drive through the proposed
development and connects to Peaceful Lane. Condition Met.
3. A public sidewalk may be required along Peaceful Lane and Nez Perce Drive at the sole
discretion of the city. The city will assess this improvement with final design plans.
Condition no longer applies.
FORESTRY
1. Developer must update the tree survey to include condition of all significant trees. A
significant tree is defined as any healthy tree species measuring 12 inches or more DBH;
or any health coniferous tree measuring 12 feet in height or more.Condition Updated.
2. Developer must add tree protection fencing symbols to the legend on the Tree
Preservation plan sheet.Condition Remains.
3. Ash trees that are marked to be saved must be inspected by the Environmental
Resources Specialist.Condition Remains.
4. Developer shall place the delineated bluff into a conservation easement. This area shall
be excluded from the surface water development fee.Condition Added.
ENGINEERING:
1. The developer shall enter into Encroachment Agreements for all private improvements
located within public drainage and utility easements or right-of-way, as approved by the
City Engineer, prior to issuance of building permits.Condition Remains.
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2. Any previously recorded easements located within proposed public right-of-way or
proposed public drainage and utility easements must be vacated prior to or concurrently
with the final plat.Condition Remains.
3. Final plans shall include current City Standard Details, including the 2025 Typical
Residential Street Section plate. Standard Details have been uploaded to the City
website. Condition Updated.
4. All sheets shall be signed by a licensed engineer. Condition Added.
5. Dedicate jog with R/W for Block 1 Lot 1, Lot 5, Lot 6, & Lot 7 along Pleasant View Rd to
the City. Condition Updated.
6. Coordinate street lighting with the local utility. The Developer shall select “Standard
Service”. Condition Added.
7. Lot 1 grading contours do not tie into existing residential lot to the East. Condition Met.
8. Provide D&U Easement over drainage swales where applicable. Condition Met.
9. If there are retaining walls with this project, they shall be HOA or privately owned.
Condition Remains.
10. The Developer and their Engineer must amend the construction plans, to fully address
construction plan comments and concerns. Final construction plans will be subject to
review and approval by staff prior to the recording of the final plat.Condition Remains.
11. The Developer will be required to clean & televise all sanitary sewer at connection point
and submit the CCTV footage and reporting to the City Engineer for review prior to
paving. Condition Remains.
12. Many typical details were not included in the plans. Engineer to show private services,
pipe profiles, pipe sizes, grade of existing driveway tie-in. Condition no longer applies.
13. Address the drainage issue affecting Lot 6 where drainage is trapped in the corner of the
plat. Condition Updated.
14. Developer to remove water main and sanitary sewer pipe and structures along Redman
Lane R/W that no longer is necessary. Condition Remains.
15. Developer shall coordinate relocations & installations with private utilities prior to final
restoration and wear pavement. Condition Updated.
16. Include construction plan sheets for both the connection of Peaceful Lane to Pleasant
View Road and the full-depth reclamation of Nez Perce Drive. Extend watermain removal
and replacement to Pleasant View watermain.Condition Added.
17. Remove the “Ped Ramp" call out on sheet 7. Condition Added.
18. Extend remove and replacement of existing driveway for 6500 Peaceful Ln. near the right
of way. Condition Added.
19. Adjust proposed alignment watermain along Nez Perce Dr. so it does not fall under the
curb line. Condition Added.
20. The existing sanitary sewer service for Block 1, Lot 4 shall be televised. Footage shall be
submitted to the City Engineer for review prior to making the connection. Condition
Added.
21. Connect 6500 Peaceful Ln. sewer and water services to the new mains.Condition Added.
22. Consider adding a hydrant to serve for fire protection for 6500 Peaceful Ln. Condition
Added.
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Page 14 of 15
23. Relocate the tracer wire access box for Sanitary Manhole No. 5 directly over the new
sewer pipe. Condition Added.
24. Sanitary sewer pipe run from MH 4 to MH 3 is under 0.5%. Adjust pipe slope to meet the
required minimum 0.5%. Condition Updated.
25. Move miscellaneous storm sewer profiles to a separate sheet to ensure record plan
legibility. Condition Added.
26. Provide an additional 5 feet of drainage and utility easement on both sides of the storm
sewer pipe from CB 210 to CBMH 209, and from CB 213 to MH 212.Condition Added.
27. Adjust the rip rap shown at 6500 Peaceful Ln. to not encroach into the property line.
Condition Added.
28. On Sheet 19, Notes No. 2. Add a reference to the City standard detail plate. Condition
Added.
29. Ensure that the existing CB-3 is located outside of the proposed curb line and not within
the driveway for Lot 5.Condition Added.
30. There is existing drain tile within Nez Perce Dr. Connect to existing drain tile with the
proposed drain tile. Condition Added.
31. Developer shall apply for and receive all permits required for the improvements. These
include and are not limited to MDH Watermain Extension Permit, MPCA Sanitary Sewer
Extension Permit, and MCES Sanitary Sewer Permit. Condition Added.
32. Plans currently show connection to an existing CMP pipe on Redman Lane. Replace this
pipe as part of the project.Condition Added.
33. Address erosion concerns at proposed FES 100. Consider extending the FES to the pond
and coordinate any required easement with the City. Condition Added.
34. Pad layouts do not appear to include 6” of topsoil over entire site. Include comment on
all hold down details to call out 6’ of topsoil.Condition Added.
35. Plans can reduce watermain size from the Nez Perce Dr intersection to the cul-de-sac
down to 6” PVC C900 if desired.Condition Added.
36. Move proposed streetlight to lot line 4 & 5 at cul-de-sac and verify mailboxes are not
installed within the cul-de-sac.Condition Added.
37. EXCB 3 shall remain a catch basin in the curb line. Adjust proposed driveway outside of
the impact of the catch basin. Condition Added.
38. Review the sight triangle at Nez Perce Drive and Peaceful Lane to ensure proposed trees
do not obstruct driver visibility.Condition Added.
39. Developer shall straighten alignment between STA 3+00 & 4+00 on Peaceful Ln. Include a
curve and line table for review. Condition Added.
WATER RESOURCES:
1. The developer shall enter into a development contract with the City and provide
necessary financial security to guarantee compliance with the terms of subdivision
approval and construction of infrastructure onsite. (Condition still applies)
2. It is the developer’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Carver County, MCWD, Board of Water
and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities.
(Condition still applies)
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Page 15 of 15
3. The developer and their Engineer shall work with City staff in amending the construction
plans, dated April 18, 2025 prepared by Alliant Engineering, Inc., to fully satisfy
construction plan comments and concerns. Final construction plans will be subject to
review and approval by staff prior to recording final plat. (Condition modified for
clarity)
4. An analysis of stormwater treatment shall be updated and submitted with the final
plans that verifies that the design meets the existing and future needs of the City. The
treatment volume shall be noted and broken down into what is provided for the existing
condition, proposed subdivision, and future roadway projects. The analysis must be
approved by the watershed district and memorialized prior to recording the final plat.
(Condition modified for clarity)
5. The applicant shall secure a wetland alteration permit and associated joint permit
sequencing application prior to or in conjunction with the final plat approval. (Condition
satisfied)
6. An Operations and Maintenance plan for all proposed BMPs including the inspection
frequency, maintenance schedule, and responsible party shall be submitted with the
final plans and recorded concurrently with the final plat.(Condition modified for clarity)
7. The applicant shall work with staff to optimize the drainage design and verify that
stormwater runoff to the south meets stormwater management standards. (Condition
modified for clarity).
8. The applicant shall revise the design and provide a memo which verifies that the
development will not adversely impact the drainage of adjacent properties. (Condition
no longer applies)
9. The applicant shall provide updated H&H and water quality modelling with the final
plans submittal. (Condition modified for clarity)
10. The applicant shall secure condition approval from the watershed district prior to
submitting the final plat application to the City. Verification of conditional approval shall
be provided with the final plat application.(Condition no longer applies)
BUILDING:
1. Building plans must provide sufficient information to verify that proposed building
meets all requirements of the Minnesota State Building Code, additional comments or
requirements may be required after plan review. Condition Remains.
2. Building permits must be obtained before beginning any demolition or construction.
Condition Remains.
3. Private retaining walls, if present, more than four feet high, measured from the bottom
of the footing to the top of the wall, must be designed by a professional engineer and a
building permit must be obtained prior to construction. Retaining walls, if present,
under four feet in height require a zoning permit. Condition Remains.
4. A building permit must be obtained prior to demolishing any structures on the site.
Condition Remains.
5. A final grading plan and soils report must be submitted to the Inspections Division
before building permits will be issued. Condition Remains.
349
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
PLEASANT VIEW POINTE
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
350
i
TABLE OF CONTENTS
SPECIAL PROVISIONS PAGE
1.REQUEST FOR PLAT APPROVAL............................................................................SP-1
2.CONDITIONS OF PLAT APPROVAL........................................................................SP-1
3.DEVELOPMENT PLANS............................................................................................SP-1
4.IMPROVEMENTS........................................................................................................SP-2
5.TIME OF PERFORMANCE.........................................................................................SP-2
6.SECURITY....................................................................................................................SP-2
7.NOTICE.........................................................................................................................SP-3
8.OTHER SPECIAL CONDITIONS................................................................................SP-3
9.GENERAL CONDITIONS ...........................................................................................SP-5
GENERAL CONDITIONS
1.RIGHT TO PROCEED.................................................................................................GC-1
2.PHASED DEVELOPMENT ........................................................................................GC-1
3.PRELIMINARY PLAT STATUS................................................................................GC-1
4.CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1
5.IMPROVEMENTS.......................................................................................................GC-1
6.IRON MONUMENTS..................................................................................................GC-2
7.LICENSE......................................................................................................................GC-2
8.SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2
8A.EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR
OTHER BUILDING.........................................................................................GC-2
9.CLEAN UP...................................................................................................................GC-3
10.ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3
11.CLAIMS .......................................................................................................................GC-3
12.PARK DEDICATION..................................................................................................GC-3
13.LANDSCAPING..........................................................................................................GC-3
14.WARRANTY ...............................................................................................................GC-4
15.LOT PLANS.................................................................................................................GC-4
16.EXISTING ASSESSMENTS.......................................................................................GC-4
17.HOOK-UP CHARGES.................................................................................................GC-4
18.PUBLIC STREET LIGHTING.....................................................................................GC-4
19.SIGNAGE.....................................................................................................................GC-5
20.HOUSE PADS..............................................................................................................GC-5
21.RESPONSIBILITY FOR COSTS................................................................................GC-5
22.DEVELOPER'S DEFAULT.........................................................................................GC-6
22.MISCELLANEOUS
A.Construction Trailers ........................................................................................GC-6
B.Postal Service....................................................................................................GC-7
C.Third Parties......................................................................................................GC-7
D.Breach of Contract............................................................................................GC-7
E.Severability.......................................................................................................GC-7
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ii
F.Building Permits...............................................................................................GC-7
G.Waivers/Amendments.......................................................................................GC-7
H.Release..............................................................................................................GC-7
I.Insurance...........................................................................................................GC-7
J.Remedies...........................................................................................................GC-8
K.Assignability.....................................................................................................GC-8
L.Construction Hours...........................................................................................GC-8
M.Noise Amplification..........................................................................................GC-8
N.Access...............................................................................................................GC-8
O.Street Maintenance............................................................................................GC-8
P.Storm Sewer Maintenance................................................................................GC-9
Q.Soil Treatment Systems....................................................................................GC-9
R.Variances...........................................................................................................GC-9
S.Compliance with Laws, Ordinances, and Regulations.....................................GC-9
T.Proof of Title.....................................................................................................GC-9
U.Soil Conditions................................................................................................GC-10
V.Soil Correction................................................................................................GC-10
W.Haul Routes.........................................................................................................GC-10
X.Development Signs..............................................................................................GC-10
Y.Construction Plans...............................................................................................GC-10
Z.As-Built Lot Surveys...........................................................................................GC-11
352
SP-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
PLEASANT VIEW POINTE
SPECIAL PROVISIONS
AGREEMENT dated May 19, 2025 by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and, Rachel Development Inc., a Minnesota
corporation (the "Developer").
1.Request for Plat Approval. The Developer has asked the City to approve a plat for
a twenty-lot, single-family home subdivision (referred to in this Contract as the "plat"). The land is
legally described on the attached Exhibit "A".
2.Conditions of Plat Approval. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 120 days after the City Council approves the plat.
3.Development Plans. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may
be prepared, subject to City approval, after entering the Contract, but before commencement of any
work in the plat. If the plans vary from the written terms of this Contract, the written terms shall
control. The plans are:
Plan A:Final Plat Plans by Alliant Engineering dated 04-18-2025.
4.Improvements. The Developer shall install and pay for the following:
A.Sanitary Sewer System
B.Water System
C.Storm Water Drainage System
D.Streets/ Curb/ Gutter – Peaceful Lane
E. Streets/ Curb/ Gutter – Peaceful Lane Reconstruction
F.Streets/ Curb/ Gutter – Nez Perce Drive Extension
G. Streets/ Curb/ Gutter – Nez Perce Drive Reconstruction
H. Grading & Erosion Control
I. Mobilization
J. Street Lighting
K.Site Grading/Restoration
L.Underground Utilities (e.g. gas, electric, telephone, CATV)
M.Setting of Lot and Block Monuments
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SP-2
N.Surveying and Staking
O.Landscaping
P.Erosion Control
5.Time of Performance. The Developer shall install all required improvements by
August 19, 2026. The Developer may, however, request an extension of time from the CityEngineer.
If an extension is granted, it shall be conditioned upon updating the security posted by the Developer
to reflect cost increases and the extended completion date.
6.Security. To guarantee compliance with the terms of this Contract, payment of
special assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto,
from a bankacceptable to the City, or cash escrow ("security") for $1,387,498.02. The amount of the
security was calculated as 110% of the following:
Site Grading/Erosion Control/Restoration $192,867.48
Sanitary Sewer $117,144.04
Watermain $130,973.80
Storm Sewer, Drainage System, including cleaning and maintenance $309,631.95
Streets
Lighting
Mobilization
$368,370.73
$10,000.00
$28,224.70
Sub-total, Construction Costs $1,157,212.70
Engineering, surveying, and inspection (7% of construction costs)
Landscaping (2% of construction costs)
$81,004.89
$23,144.25
Sub-total, Other Costs $104,149.14
TOTAL COST OF PUBLIC IMPROVEMENTS $1,261,361.84
SECURITY AMOUNT (110% of $1,261,361.84 )$1,387,498.02
This breakdownis for historical reference; it is not a restriction on the use of the security. The security
shall be subject to the approval of the City. The City may draw down the security, without notice, for
any violation of the terms of this Contract. If the required public improvements are not completed at
least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the
security is drawn down, the draw shall be used to cure the default. With City approval, the security
may be reduced from time to time as financial obligations are paid, but in no case shall the security
be reduced to a point less than 10% of the original amount until (1) all improvements have been
completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the
City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security
is provided, and (6) the public improvements are accepted by the City.
354
SP-3
7.Notice. 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 registered mail at
the following address:
Rachel Development Inc.
Paul Robinson, Development Director
4180 Napier Court NE
St. Michael, MN 55376
(763) 488-9650
probinson@racheldevelopment.com
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen
City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952)
227-1100.
8.Other Special Conditions.
A. FEES
1.Prior to release of the plat for recording and prior to holding a pre-construction meeting,
Developer shall submit to the City $92,400.68 for the following City fees:
*Administration fee (based on estimated construction cost of $1,157,212.70, 2.5% for
the first 1,000,000 and 1.5% for the remaining $157,212.70)$27,358.19
GIS fee: 20 parcels @ $31/parcel + $103 for the plat $723.00
Park Dedication Fee $5,800 per (1 credit applied for existing house)$110,200.00
Surface Water Management Fee $126,657.15
Subtotal Fees $264,938.34
2.Public improvements outside the plat boundaries will be completed by the Developer. The
City will credit the Developer for that work, which is summarized below.
Peaceful Lane Reconstruction (Outside of Required Workto Pleasant View Road)$82,504.10
Nez Perce Extension Deferred Assessment Credit $65,000.00
Nez Perce Road Reconstruction (From Plat Boundary to Troendle Circle)$25,033.56
Subtotal Credits $172,537.66
3.Based on Development Fees outlined in (1) above and City Credits outlined in (2) above,
the following is a summary of fees, credits, and includes the ultimate fee total required to
be paid to the City.
Developer Fees $264,938.34
355
SP-4
City Credits $172,537.66
Total Fees Due $92,400.68
B. CONDITIONS OF APPROVAL
Planning:
1. Conservation signage shall be required to be placed along the boundary of the stormwater
facility south of Pleasant View Road encompassing portions of proposed lots 3, 4, 5, 6,
and 7 of Block 1. Signage shall be placed on a post no smaller than 4"x4" with a concrete
footing and the location of signage is at the sole discretion of the city. Condition
Remains.
2. Applicant shall update corresponding plan sheets including the cover sheet, demolition
plan, preliminary plat, grading and drainage plan, grading profiles, erosion and sediment
control plan, sanitary sewer and watermain plan, storm sewer plan, wetland management
plan, tree preservation plan, tree inventory schedule, and landscaping plan based upon the
updated site plan which extends Nez Perce Drive through the proposed development and
connects to Peaceful Lane. Condition Met.
3.A public sidewalk may be required along Peaceful Lane and Nez Perce Drive at the sole
discretion of the city. The city will assess this improvement with final design plans.
Condition no longer applies.
Forestry:
1. Developer must update the tree survey to include condition of all significant trees. A
significant tree is defined as any healthy tree species measuring 12 inches or more DBH;
or any health coniferous tree measuring 12 feet in height or more. Condition Updated.
2. Developer must add tree protection fencing symbols to the legend on the Tree
Preservation plan sheet. Condition Remains.
3. Ash trees that are marked to be saved must be inspected by the Environmental Resources
Specialist. Condition Remains.
4. Developer shall place the delineated bluff into a conservation easement. This area shall be
excluded from the surface water development fee. Condition Added.
Engineering:
1. The developer shall enter into Encroachment Agreements for all private improvements
located within public drainage and utility easements or right-of-way, as approved by the
City Engineer, prior to issuance of building permits. Condition Remains.
2. Any previously recorded easements located within proposed public right-of-way or
proposed public drainage and utility easements must be vacated prior to or concurrently
with the final plat. Condition Remains.
3. Final plans shall include current City Standard Details, including the 2025 Typical
Residential Street Section plate. Standard Details have been uploaded to the City website.
Condition Updated.
4. All sheets shall be signed by a licensed engineer. Condition Added.
356
SP-5
5. Dedicate jog with R/W for Block 1 Lot 1, Lot 5, Lot 6, & Lot 7 along Pleasant View Rd to
the City. Condition Updated.
6. Coordinate street lighting with the local utility. The Developer shall select “Standard
Service”. Condition Added.
7. Lot 1 grading contours do not tie into existing residential lot to the East. Condition Met.
8. Provide D&U Easement over drainage swales where applicable. Condition Met.
9. If there are retaining walls with this project, they shall be HOA or privately owned.
Condition Remains.
10. The Developer and their Engineer must amend the construction plans, to fully address
construction plan comments and concerns. Final construction plans will be subject to
review and approval by staff prior to the recording of the final plat. Condition Remains.
11. The Developer will be required to clean & televise all sanitary sewer at connection point
and submit the CCTV footage and reporting to the City Engineer for review prior to
paving. Condition Remains.
12. Many typical details were not included in the plans. Engineer to show private services,
pipe profiles, pipe sizes, grade of existing driveway tie-in. Condition no longer applies.
13. Address the drainage issue affecting Lot 6 where drainage is trapped in the corner of the
plat. Condition Updated.
14. Developer to remove water main and sanitary sewer pipe and structures along Redman
Lane R/W that no longer is necessary. Condition Remains.
15. Developer shall coordinate relocations & installations with private utilities prior to final
restoration and wear pavement. Condition Updated.
16. Include construction plan sheets for both the connection of Peaceful Lane to Pleasant
View Road and the full-depth reclamation of Nez Perce Drive. Extend watermain removal
and replacement to Pleasant View watermain. Condition Added.
17. Remove the “Ped Ramp" call out on sheet 7. Condition Added.
18. Extend remove and replacement of existing driveway for 6500 Peaceful Ln. near the right
of way. Condition Added.
19. Adjust proposed alignment watermain along Nez Perce Dr. so it does not fall under the
curb line. Condition Added.
20. The existing sanitary sewer service for Block 1, Lot 4 shall be televised. Footage shall be
submitted to the City Engineer for review prior to making the connection. Condition
Added.
21. Connect 6500 Peaceful Ln. sewer and water services to the new mains.Condition Added.
22. Consider adding a hydrant to serve for fire protection for 6500 Peaceful Ln. Condition
Added.
23. Relocate the tracer wire access box for Sanitary Manhole No. 5 directly over the new
sewer pipe. Condition Added.
24. Sanitary sewer pipe run from MH 4 to MH 3 is under 0.5%. Adjust pipe slope to meet the
required minimum 0.5%. Condition Updated.
25. Move miscellaneous storm sewer profiles to a separate sheet to ensure record plan
legibility. Condition Added.
26. Provide an additional 5 feet of drainage and utility easement on both sides of the storm
sewer pipe from CB 210 to CBMH 209, and from CB 213 to MH 212. Condition Added.
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SP-6
27. Adjust the rip rap shown at 6500 Peaceful Ln. to not encroach into the property line.
Condition Added.
28. On Sheet 19, Notes No. 2. Add a reference to the City standard detail plate. Condition
Added.
29. Ensure that the existing CB-3 is located outside of the proposed curb line and not within
the driveway for Lot 5. Condition Added.
30. There is existing drain tile within Nez Perce Dr. Connect to existing drain tile with the
proposed drain tile. Condition Added.
31. Developer shall apply for and receive all permits required for the improvements. These
include and are not limited to MDH Watermain Extension Permit, MPCA Sanitary Sewer
Extension Permit, and MCES Sanitary Sewer Permit. Condition Added.
32. Plans currently show connection to an existing CMP pipe on Redman Lane. Replace this
pipe as part of the project. Condition Added.
33. Address erosion concerns at proposed FES 100. Consider extending the FES to the pond
and coordinate any required easement with the City. Condition Added.
34. Pad layouts do not appear to include 6” of topsoil over entire site. Include comment on all
hold down details to call out 6’ of topsoil. Condition Added.
35. Plans can reduce watermain size from the Nez Perce Dr intersection to the cul-de-sac
down to 6” PVC C900 if desired. Condition Added.
36. Move proposed streetlight to lot line 4 & 5 at cul-de-sac and verify mailboxes are not
installed within the cul-de-sac. Condition Added.
37. EXCB 3 shall remain a catch basin in the curb line. Adjust proposed driveway outside of
the impact of the catch basin. Condition Added.
38. Review the sight triangle at Nez Perce Drive and Peaceful Lane to ensure proposed trees
do not obstruct driver visibility. Condition Added.
39. Developer shall straighten alignment between STA 3+00 & 4+00 on Peaceful Ln. Include
a curve and line table for review. Condition Added.
Water Resources:
1. The developer shall enter into a development contract with the City and provide
necessary financial security to guarantee compliance with the terms of subdivision
approval and construction of infrastructure onsite. (Condition still applies)
2. It is the developer’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Carver County, MCWD, Board of Water
and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities.
(Condition still applies)
3. The developer and their Engineer shall work with City staff in amending the construction
plans, dated April 18, 2025 prepared by Alliant Engineering, Inc., to fully satisfy
construction plan comments and concerns. Final construction plans will be subject to
review and approval by staff prior to recording final plat. (Condition modified for
clarity)
4. An analysis of stormwater treatment shall be updated and submitted with the final plans
that verifies that the design meets the existing and future needs of the City. The treatment
volume shall be noted and broken down into what is provided for the existing condition,
proposed subdivision, and future roadway projects. The analysis must be approved by the
358
SP-7
watershed district and memorialized prior to recording the final plat.(Condition
modified for clarity)
5. The applicant shall secure a wetland alteration permit and associated joint permit
sequencing application prior to or in conjunction with the final plat approval. (Condition
satisfied)
6. An Operations and Maintenance plan for all proposed BMPs including the inspection
frequency, maintenance schedule, and responsible party shall be submitted with the final
plans and recorded concurrently with the final plat.(Condition modified for clarity)
7. The applicant shall work with staff to optimize the drainage design and verify that
stormwater runoff to the south meets stormwater management standards. (Condition
modified for clarity).
8. The applicant shall revise the design and provide a memo which verifies that the
development will not adversely impact the drainage of adjacent properties. (Condition
no longer applies)
9. The applicant shall provide updated H&H and water quality modelling with the final
plans submittal. (Condition modified for clarity)
10. The applicant shall secure condition approval from the watershed district prior to
submitting the final plat application to the City. Verification of conditional approval shall
be provided with the final plat application.(Condition no longer applies)
Building:
1. Building plans must provide sufficient information to verify that proposed building meets
all requirements of the Minnesota State Building Code, additional comments or
requirements may be required after plan review. Condition Remains.
2. Building permits must be obtained before beginning any demolition or construction.
Condition Remains.
3. Private retaining walls, if present, more than four feet high, measured from the bottom of
the footing to the top of the wall, must be designed by a professional engineer and a
building permit must be obtained prior to construction. Retaining walls, if present, under
four feet in height require a zoning permit. Condition Remains.
4. A building permit must be obtained prior to demolishing any structures on the site.
Condition Remains.
5. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued. Condition Remains.
9. General Conditions. The general conditions of this Contractare attached as Exhibit "B" and
incorporated herein.
359
SP-8
CITY OF CHANHASSEN
BY:
Elise Ryan, Mayor
(SEAL)
AND:
Laurie Hokkanen, City Manager
STATE OF MINNESOTA)
(ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of ,
20__, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
360
SP-9
RACHEL DEVELOPMENT INC.
BY:
Paul Robinson, Development Director
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20__, by Paul Robinson, Rachel Development Inc., a Minnesota corporation, on behalf of the
company.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
361
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
PID #258710190 (955 Pleasant View Road)
All of Lot 1 and that part of Lot 2, Block 3, "Vineland Forest", Carver County, Minnesota, lying Northerly of a line
drawn from a point on the East line of said Lot 2 a distance of 53.53 feet North of the Southeast corner of said
Lot 2 to a point on the West line of said Lot 2 distant 66.00 feet North of the Southwest corner of said Lot 2 and
there terminating.
PID # 258700060 (6535 Peaceful Lane)
That part of Lots 5 and 6, “Vineland”, described as follows: Commencing at the southeast corner of said Lot 5;
thence North 89 degrees 16 minutes 34 seconds West, assumed bearing, along the south line of said Lot 5, a
distance of 168.62 feet to the actual point of beginning of the tract of land to be herein described; thence North 0
degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00
feet; thence South 7 degrees 25 minutes 34 seconds East 129.57 feet; thence South 89 degrees 16 minutes 34
seconds East 160.63 feet; thence North 0 degrees 43 minutes 26 seconds East 96.01 feet to the actual point of
beginning, Carver County, Minnesota.
Together with an easement for ingress and egress over and across that part of Lot 5, “Vineland”, Carver County,
Minnesota lying Westerly of the following described line:
Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the south line of said Lot 5 a distance of 168.62 feet; thence North 0 degrees 43
minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less, to a point on the south line
of said Lot 5, which point is the point of beginning of the line to be described; thence on a line running North 7
degrees 25 minutes 34 seconds West a distance of 160 feet, more or less, to the intersection of said line with the
westerly lot line of said Lot 5, and there terminating.
And
That part of Lots 5 and 6, "Vineland", Carver County, Minnesota, described as follows: viz:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, "Vineland" lying Easterly of a line
drawn perpendicular to the South line of said Lot 5 from a point on said South line distant 168.62 feet Westerly
along said South line from the Southeast corner of said Lot 5.
PID # 258700063 (No Address Assigned)
Lot 5, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz:
Commencing on the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet to the actual point of beginning of
the parcel being described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89
degrees 16 minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds East a
distance of 32.57 feet, more or less, to a point on the South line of said Lot 5 (hereinafter referred to as “Point
A”); thence Easterly along the South line of said Lot 5 to the point of beginning.
Subject to an easement for ingress and egress and utility purposes, appurtenant to and for the benefit of the
above described Exception, which said easement is described as all that part of said Lot 5, Vineland, lying
Westerly of the following described line: Beginning on the South line of said Lot 5 described above as “Point A”;
thence on a line running North 7 degrees 25 minutes 34 seconds West a distance of 160 feet more or less, to its
intersection with the Westerly line of said Lot 5 and there terminating.
Also excepting from said Lot 5 that part thereof described as follows, viz:
A 50.00 foot strip of land over and across Lot 5, Vineland, Carver County, Minnesota, the centerline of said strip
is described as follows:
Commencing at the Northeast corner of Lot 5; thence South 00 degrees 24 minutes 03 seconds East, on an
assumed bearing, along the East line of Lot 5, a distance of 380.86 feet to the point of beginning of the centerline
362
to be described; thence Westerly, a distance of 29.21 feet along a non-tangential curve concave to the South,
said curve having a radius of 198.13 feet, a central angle of 08 degrees 26 minutes 53 seconds and a chord
bearing of North 71 degrees 56 minutes 25 seconds West; thence North 76 degrees 09 minutes 51 seconds
West tangent to last described curve, a distance of 170.81 feet; thence Northwesterly, a distance of 124.92 feet,
along a tangential curve concave to the Northeast, said curve having a central angle of 39 degrees 52 minutes
43 seconds and a radius of 179.48 feet to a point hereinafter referred to as “Point B”; thence continue
Northwesterly and Northerly along the last described curve a distance of 124.92 feet and said centerline there
terminating.
Also excepting, a 50.00 foot strip of land over and across said Lot 5, Vineland, the centerline of said strip is
described as follows:
Beginning at the above described “Point B”; thence South 53 degrees 42 minutes 49 seconds West, a distance
of 100.00 feet and said centerline there terminating.
PID #258700062 (No Address Assigned)
Lot 6, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz: Commencing at
the Northeast corner of said Lot 6, thence North 89 degrees 16 minutes 34 seconds West, assumed bearing,
along the North line of said Lot 6, a distance of 168.62 feet to the actual point of beginning of the land to be
described; thence South 0 degrees 43 minutes 26 seconds West a distance of 96.01 feet; thence North 89
degrees 16 minutes 34 seconds West a distance of 160.63 feet; thence North 7 degrees 25 minutes 34 seconds
West a distance of 97.00 feet to the North line of said Lot 6; thence Easterly along the said North line of Lot 6 to
the point of beginning.
Excepting from said Lot 5 and said Lot 6 the following described premises:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, “Vineland” lying Easterly of a line
drawn perpendicular to the South line of said Lot 5 from a point on said South line distance 168.62 feet Westerly
along said South line from the Southeast corner of said Lot 5.
And
Lot 7, Vineland, Carver County, Minnesota, except that part of said Lot 7 described as follows, viz: Commencing
at the Southwest corner of Lot 7, Vineland; thence North 1 degree 53 minutes 49 seconds East a distance of
76.37 feet to a point on the Southeasterly line of Peaceful Lane; thence North 36 degrees 53 minutes 34
seconds East along said Southeasterly line of Peaceful Lane a distance of 174.79 feet; thence South 87 degrees
50 minutes 55 seconds East a distance of 294.35 feet; thence South 1 degree 03 minutes 23 seconds West a
distance of 220.04 feet to the Southerly line of said Lot 7; thence South 87 degrees 50 minutes 55 seconds West
along said Southerly line of Lot 7 a distance of 397.82 feet to the point of beginning.
Together with an easement appurtenant to the foregoing Parcels 2, 3 and 4 for ingress and egress over and
across that part of Lot 5, Vineland, Carver County, Minnesota lying Westerly of the following described line:
Commencing at the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West,
assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet; thence North 0 degrees 43
minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less, to a point on the South line
of said Lot 5, which point is the point of beginning of the line to be described; thence on a line running North 7
degrees 25 minutes 34 seconds West a distance of 160 feet, more or less, to the intersection of said line with the
Westerly lot line of said Lot 5, and there terminating.
PID #258690130 (1015 Pleasant View Road)
Outlot A, Troendle Addition, Carver County, Minnesota.
All Abstract Property
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MORTGAGE HOLDER CONSENT
TO
DEVELOPMENT CONTRACT
,
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Development Contract, agrees that the Development Contract shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this day of , 20 .
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20___, by .
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
364
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
,
fee owners of all or part of the subject property, the development of which is governed by the
foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound
by the provisions as the same may apply to that portion of the subject property owned bythem.
Dated this day of , 20 .
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20___, by .
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
365
[OFFICIAL BANK LETTERHEAD]
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO:City of Chanhassen
7700 Market Boulevard, Box 147
Chanhassen, Minnesota 55317
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the
undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________,
2______, of (Name of Bank) ";
b) Be signed by the Mayor or City Manager of the City of Chanhassen.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15,
2______.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank
delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this
Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S.
Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen
City Manager, ChanhassenCity Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is
actually received by the City Manager at least thirty (30) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not
referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw
may be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and
Practice for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
BY: ____________________________________
Its ______________________________
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GC-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
EXHIBIT "B"
GENERAL CONDITIONS
1.Right to Proceed. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public
or private improvements, or any buildings until all the following conditions have been satisfied: 1)
this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary
security and fees have been received by the City, 3) the plat has been recorded with the County
Recorder's Officeor Registrar of Title’s Officeof the County where the plat is located, and 4) the City
Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer
may proceed.
2.Phased Development. If the plat is a phase of a multiphased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this
Contract and the breach has not been remedied. Development of subsequent phases may not proceed
until Development Contracts for such phases are approved by the City. Park charges and area charges
for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat
that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such
charges will be calculated and imposed when the outlots are final platted into lots and blocks.
3.Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the
preliminary plat approval for all phases not final platted shall lapse and be void unless final platted
into lots and blocks, not outlots, within two (2) years after preliminary plat approval.
4.Changes in Official Controls. For two (2) years from the date of this Contract, no
amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current
urban service area, or official controls shall apply to or affect the use, development density, lot size,
lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the
contrary, to the full extent permitted by state law the City may require compliance with any
amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements
enacted after the date of this Contract.
5.Improvements. The improvements specified in the Special Provisions of this
Contract shall be installed in accordance with City standards, ordinances, and plans and specifications
which have been prepared and signed by a competent registered professional engineer furnished to
the City and approved by the City Engineer. The Developer shall obtain all necessary permits from
the Metropolitan Council Environmental Services and other pertinent agencies before proceeding
with construction. The City will, at the Developer's expense, have one or more construction inspectors
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GC-2
and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a
qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be
submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector
to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the
construction is being performed to an acceptable level of quality in accordance with the engineer's
design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually
agreeable time at the City Council chambers with all parties concerned, including the City staff, to
review the program for the construction work.
6.Iron Monuments. Before the security for the completion of utilities is released, all
monuments must be correctly placed in the ground 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.
7. License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the
City in conjunction with plat development.
8.Site Erosion and SedimentControl. Before the site is rough graded, and before any
utility construction is commenced or building permits are issued, the erosion and sediment control
plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose
additional erosion and sediment control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall
be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall
be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that
time is of the essence in controlling erosionand sediment transport. If the Developer does not comply
with the erosion and sediment control plan and schedule of supplementary instructions received from
the City, the City may take such action as it deems appropriate to control erosion and sediment
transport at the Developer's expense. The City will endeavor to notify the Developer in advance of
any proposed action, but failure of the City to do so will not affect the Developer's and City's rights
or obligations hereunder. No development will be allowed and no building permits will be issued
unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and
sediment control needs to be maintained until vegetative cover has been restored, even if construction
has been completed and accepted. After the site has been stabilized to where, in the opinion of the
City, there is no longer a need for erosion and sediment control, the City will authorize the removal
of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and
dispose of the erosion and sediment control measures.
8a.Erosion Control During Construction of a Dwelling or Other Building. Before a
building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash
escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City
Code § 7-22.
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GC-3
9.Clean up. The Developer shall maintain a neat and orderly work site and shall daily
clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that
has resulted from construction work by the Developer, its agents or assigns.
10.Acceptance and Ownership of Improvements. Except for streets and utilities
identified as private under the terms of this Agreement, all other improvements lying within
public easements shall become City property upon completion and acceptance by the City of the
work and construction required by this contract. After completion of the improvements, a
representative of the contractor, and a representative of the Developer's engineer will make a final
inspection of the work with the City Engineer. Before the City accepts the improvements, the City
Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved
plans and specifications and the Developer and his engineer shall submit a written statement to the
City Engineer certifying that the project has been completed in accordance with the approved plans
and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of
the public improvements shall be by City Council resolution.
11.Claims. In the event that the City receives claims from laborers, materialmen, or
others that work required by this Contract has been performed, the sums due them have not been paid,
and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted
with the City, and if the claims are not resolved at least ninety (90) days before the security required
by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader
action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon
the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with
the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from
any further proceedings as it pertains to the letters of credit deposited with the District Court, except
that the Court shall retain jurisdiction to determine attorneys' fees.
12.Park Dedication. The Developer shall pay full park dedication fees in conjunction
with the installation of the plat improvements. The park dedication fees shall be the current amount
in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council
resolutions.
13.Landscaping. Landscaping shall be installed in accordance with Plan D. Unless
otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The
minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled
and burlapped. The trees may not be planted in the boulevard (area between curb and property line).
In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the
Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a
minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas
of the lot. If these improvements are not in place at the time a certificate of occupancy is requested,
a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City.
These conditions must then be complied with within two (2) months after the certificate of occupancy
issued, except that if the certificate of occupancy is issued between October 1 through May 1 these
conditions must be complied with by the following July 1st. Upon expiration of the time period,
inspections will be conducted by City staff to verify satisfactory completion of all conditions. City
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GC-4
staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the
escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be
returned. If the requirements are not satisfied, the City may use the security to satisfy the
requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant
to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances.
These requirements supplement, but do not replace, specific landscaping conditions that may have
been required by the City Council for project approval.
14.Warranty. The Developer warrants all improvements required to be constructed by
it pursuant tothis Contract against poor material and faulty workmanship. The Developer shall submit
either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit
for twenty-five percent (25%) of the amount of the original cost of the improvements.
A.The required warranty period for materials and workmanship for the utility contractor
installing public sewer and water mains shall be two (2) years from the date of final written City
acceptance of the work.
B.The required warranty period for all work relating to street construction, including
concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2)
years from the date of final written acceptance.
C.The required warranty period for sod, trees, and landscaping is one full growing
season following acceptance by the City.
15.Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage,
Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for
review and approval by the City Engineer. Each plan shall assure that drainage is maintained away
from buildings and that tree removal is consistent with development plans and City Ordinance.
16.Existing Assessments. Any existing assessments against the plat will be re-spread
against the plat in accordance with City standards.
17.Hook-up Charges. . At the time of final plat approval the Developer shall pay
30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot
in the plat in the amount specified in Special Provision, Paragraph 8, of this Development
Contract. The balance of the hook-up charges is collected at the time building permits are issued
are based on 70% of the rates then in effect, unless a written request is made to assess the costs
over a four year term at the rates in effect at time of application.
18.Public Street Lighting. The Developer shall have installed and pay for public street
lights in accordance with City standards. The public street lights shall be accepted for City ownership
and maintenance at the same time that the public street is accepted for ownership and maintenance.
A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City
signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in
the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street
370
GC-5
light for twenty (20) months. The Developer shall select Standard Service for the agreement with the
Utility.
19.Signage. All street signs,traffic signs, and wetland monumentation required by the
City as a part of the plat shall be furnished and installed by the City at the sole expense of the
Developer.
20.House Pads. The Developer shall promptly furnish the City "as-built" plans
indicating the amount, type and limits of fill on any house pad location.
21.Responsibility for Costs.
A. The Developer shall pay an administrative fee in conjunction with the installation
of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such
as review of construction documents, preparation of the Development Contract, monitoring
construction progress, processing pay requests, processing security reductions, and final acceptance
of improvements. This fee does not cover the City's cost for construction inspections. The fee shall
be calculated as follows:
i) if the cost of the construction of public improvements is less than $500,000,
three percent (3%) of construction costs;
ii)if the cost of the construction of public improvements is between $500,000 and
$1,000,000, three percent (3%) of construction costs for the first $500,000 and
two percent (2%) of construction costs over $500,000;
iii)if the cost of the construction of public improvements is over $1,000,000, two
and one-half percent (2½%) of construction costs for the first $1,000,000 and
one and one-half percent (1½%) of construction costs over $1,000,000.
Before the City signs the final plat, the Developer shall deposit with the City a fee based upon
construction estimates. After construction is completed, the final fee shall be determined based upon
actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special
Provisions.
B. In addition to the administrative fee, the Developer shall reimburse the City for all
costs incurred by the City for providing construction and erosion and sediment control inspections.
This cost will be periodically billed directly to the Developer based on the actual progress of the
construction. Payment shall be due in accordance with Article 21E of this Agreement.
C. The Developer shall hold the City and its officers and employees harmless from
claims made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers and employees
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims,
including attorneys' fees.
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D. In addition to the administrative fee, the Developer shall reimburse the City for
costs incurred in the enforcement of this Contract, including engineering and attorneys' fees.
E. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all plat development work and construction, including but not limited to the issuance
of building permits for lots which the Developer may or may not have sold, until the bills are paid in
full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year.
F. In addition to the charges and special assessments referred to herein, other charges
and special assessments may be imposed such as, but not limited to, sewer availability charges
("SAC"), City water connection charges, City sewer connection charges, and building permit fees.
G. Private Utilities. The Developer shall have installed and pay for the installation of
electrical, natural gas, telephone, and cable television service in conjunction with the overall
development improvements. These services shall be provided in accordance with each of the
respective franchise agreements held with the City.
H.The developer shall pay the City a fee established by City Council resolution,
to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting
the plat and record drawings into an electronic format. Record drawings must be submitted within
four months of final acceptance of public utilities. All digital information submitted to the City shall
be in the Carver County Coordinate system.
22.Developer's Default. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract 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 land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
23.Public Improvements Beyond Plat Boundaries. The Developer will be
reconstructing portions of Peaceful Lane and Nez Perce Drive, which are outside the boundaries of
the Pleasant View Pointe Plat, for the benefit of the public and which are beyond the extent to which
those roads would have been constructed as a result of the realignment of public right-of-way as
requested by the Developer. As a result, the cost of those public improvements outside the plat
boundaries has been credited against applicable development fees in Section 8.A.2.
24.Miscellaneous.
A. Construction Trailers. Placement of on-site construction trailers and temporary job
site offices shall be approved by the City Engineer as a part of the pre-construction meeting for
installation of public improvements. Trailers shall be removed from the subject property within thirty
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GC-7
(30) days following the acceptance of the public improvements unless otherwise approved by the City
Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal
service in accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this
Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City
shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this
Contract or for allowing deviations from it.
D. Breach of Contract. Breach of the terms of this Contract by the Developer shall
be grounds for denial of building permits, including lots sold to third parties. The City may also issue
a stop work order halting all plat development until the breach has been cured and the City has
received satisfactory assurance that the breach will not reoccur.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or
phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Building Permits. Building permits will not be issued in the plat until sanitary
sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the
streets needed for access have been paved with a bituminous surface and the site graded and
revegetated in accordance with Plan B of the development plans.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a
waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council. The City's
failure to promptly take legal action to enforce this Contract shall not be a waiver or release.
H. Release. This Contract shall run with the land and may be recorded against the
title to the property . After the Developer has completed the work required of it under this Contract,
at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the
issuance of such a certificate, individual lot owners may make as written request for a certificate
applicable to an individual lot allowing a minimum of ten (10) days for processing.
I. Insurance. Developer shall take out and maintain until six (6) months after the City
has accepted the public improvements, public liability and property damage insurance covering
personal injury, including death, and claims for property damage which may arise out of Developer's
work or the work of its subcontractors or by one directly or indirectly employed by any of them.
Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for
each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a
combination single limit policy of $1,000,000 or more. The City shall be named as an additional
insured on the policy, and the Developer shall file with the City a certificate evidencing coverage
prior to the City signing the plat. The certificate shall provide that the City must be given ten (10)
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days advance written notice of the cancellation of the insurance. The certificate may not contain any
disclaimer for failure to give the required notice.
J.Remedies. Each right, power or remedy herein conferred upon the City is
cumulative and in addition to every other right, power or remedy, expressed or implied, now or
hereafter arising, available to City, at law or in equity, or under any other agreement, and each and
every right, power and remedy herein set forth or otherwise so existing may be exercised from time
to time as often and in such order as may be deemed expedient by the City and shall not be a waiver
of the right to exercise at any time thereafter any other right, power or remedy.
K. Assignability. The Developer may not assign this Contract without the written
permission of the City Council. The Developer's obligation hereunder shall continuein full force and
effect even if the Developer sells one or more lots, the entire plat, or any part of it.
L. Construction Hours. Construction hours, including pick-up and deliveries of
material and equipment and the operation of any internal combustion engine, may only occur
from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such
activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors,
agents and supplies to comply with these requirements and the Contractor is responsible for their
failure to do so. Under emergency conditions, this limitation may be waived by the written consent
of the City Engineer. If construction occurs outside of the permitted construction hours,
the Contractor shall pay the following administrative penalties:
First violation $ 500.00
Second violation $1,000.00
Third & subsequent violations All site development and construction must
cease for seven (7) calendar days
M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and
similar devices is prohibited in conjunction with the construction of homes, buildings, and the
improvements required under this contract. The administrative penalty for violation of construction
hours shall also apply to violation of the provisions in this paragraph.
N. Access. All access to the plat prior to the City accepting the roadway
improvements shall be the responsibility of the Developer regardless if the City has issued building
permits or occupancy permits for lots within the plat.
O. Street Maintenance. The Developer shall be responsible for all street maintenance
until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer
when hazards develop in streets to prevent the public from traveling on same and directing attention
to detours. If streets become impassable, the City may order that such streets shall be barricaded and
closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage.
The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance
of the streets. The City shall have complete discretion to approve or reject the request. The City shall
not be responsible for reshaping or damage to the street base or utilities because of snow plowing
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operations. The provision of City snow plowing service does not constitute final acceptance of the
streets by the City.
P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and
maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales)
within the plat and the adjacent off-site storm sewer system that receives storm water from the plat.
The Developer shall follow all instructions it receives from the City concerning the cleaning and
maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end
two (2) years after the public street and storm drainage improvements in the plat have been accepted
by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special
provisions of this contract, will be held by the City for the duration of the 2-year maintenance period.
Q. Soil Treatment Systems. If soil treatment systems are required, the Developer
shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the platting process for each lot. This shall be
done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render
them as unacceptable and replacement sites will need to be located for each violated site in order to
obtain a building permit.
R. Variances. By approving the plat, the Developer represents that all lots in the plat
are buildable without the need for variances from the City's ordinances.
S. Compliance with Laws, Ordinances, and Regulations. In the development of the
plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District(s);
5. Metropolitan Government, its agencies, departments and commissions.
T. Proof of Title. Upon request, the Developer shall furnish the City with evidence
satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to
enter into this Development Contract.
U. Soil Conditions. The Developer acknowledges that the City makes no
representations or warranties as to the condition of the soils on the property or its fitness for
construction of the improvements or any other purpose for which the Developer may make use of
such property. The Developer further agrees that it will indemnify, defend, and hold harmless the
City, its governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or
pollutants were caused to be there by the City.
V. Soil Correction. The Developer shall be responsible for soil correction work on
the property. The City makes no representation to the Developer concerning the nature of suitability
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of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have
no fill material a soils report from a qualified soils engineer is not required unless the City's building
inspection department determines from observation that there may be a soils problem. On lots with
fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report
from a qualified soils engineer shall be provided before the City issues a building permit for the lot.
On lots with fill material that have been custom graded, a satisfactory soils report from a qualified
soils engineer shall be provided before the City inspects the foundation for a building on the lot.
W. Haul Routes. The Developer, the Developer’s contractors or subcontractors
must submit proposed haul routes for the import or export of soil, construction material,
construction equipment or construction debris, or any other purpose. All haul routes must be
approved by the City Engineer
X. Development Signs. The Developer shall post a six foot by eight foot
development sign in accordance with City Detail Plate No. 5313 at each entrance to the project.
The sign shall be in place before construction of the required improvements commences and shall
be removed when the required improvements are completed, except for the final lift of asphalt on
streets. The signs shall contain the following information: project name, name of developer,
developer’s telephone number and designated contact person, allowed construction hours.
Y. Construction Plans. Upon final plat approval, the developer shall provide the
City with two complete sets of full-size construction plans and four sets of 11”x17” reduced
construction plan sets and three sets of specifications. Within four months after the completion of
the utility improvements and base course pavement and before the security is released, the Developer
shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2)
twocomplete full-size setsof blue line/paper as-built plans, (3) two complete sets of utility tie sheets,
(4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all
utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in
both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital
file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities
installed, including the per lineal foot bid price. The Developer is required to submit the final plat in
electronic format.
Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to
the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and
dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before
the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive
to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issuedand
the as-built escrow withheld until all work is complete.
Rev. 9/30/2021
376