Final Plat plansPLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
123
7 5
1
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4
5
67
8
9
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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.
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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
0
SCALE IN FEET
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PROJECT
LOCATION
Wetland Management Plan
Pond - Filtration Detail
Landscaping Plan
Tree Preservation Plan
Tree Inventory Schedule
Demolition Plan
2
Erosion & Sediment Control Notes & Details
Tree Perservation Plan - Enlarged - South
6
7
8
9
10
12
13
14
15-16
17
18-19
20
21
22
23
24
25-26
Tree Perservation Plan - Enlarged - North
Sanitary Sewer & Watermain Plan & Profiles
Street & Storm Sewer Plan & Profiles
Street Intersection Details
Construction Details3-5
Pond Detail11
1000
1010
994
10
1
0
100010161012
1010
1000
996
10041000
100010041006
9961026 1
0
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10201022
101010201000998100610201030
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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 4
PARCEL 5
S88°06'51"E 379.08 S0°47'27"W 716.87N74°
5
8
'
2
1
"
W
1
7
0
.
8
1
R=173.13 L=36.12
Δ=11°57'12"
C.Brg=N68°59'45"W
R=204.48 L=117.26
Δ=32°51'21"
C.Brg=S58°32'40"E
S54°
5
4'
1
9"
W
58.9
3
S18°02'55"W 198.74S36°38'01"W 457.20
R=223.13 L=22.55
Δ=5°47'22"
C.Brg=N72°04'40"W
N74°
5
8
'
2
1
"
W
1
7
0
.
8
1R=154.
4
8
L
=
17
6.77Δ=6
5
°
3
3'
4
5"C.Br
g=S4
2
°
1
1'2
8"ES18°02'55"W 187.12S89°47'13"W 315.46
R=56 2 .5 4 L=81.1 3
Δ=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
S1°02'51"W 4.86
N87°22'17"W 140.00
S1°02'51"W 232.41R=175.00
L=44.19
Δ=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
Δ=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 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.
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.
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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 to construction or design.
5. Benchmark: MnDOT benchmark ROBERTQ MN053 RESET, located in Excelsior, 0.5 mile west along
2nd Street from the junction of 2nd Street (old Log Way Christmas Lake Road) and Trunk Highway 7,
then 0.8 mile south on County Road 82, 30.0 feet northeast of County Road 82, 54.0 feet south of
Christmas Lake, 93.2 feet southeast of a power pole, 45.5 feet northwest of a power pole, 36.5 feet
south of a corner fence post, 1.3 feet southwest of a witness post and have and elevation of 978.994
FT NAVD88.
NOTES
Daniel Ekrem
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
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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.
3 27
33City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeConstruction Details4000320-00
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
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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.
4 27
44City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeConstruction Details4000320-00
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
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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.
5 27
55City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeConstruction Details4000320-00
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 3
PARCEL 4
PARCEL 5
R=223.13 L=22.55
Δ=5°47'22"
C.Brg=N72°04'40"WR=154.
4
8
L
=
176.77Δ=6
5
°3
3'4
5"C.Br
g=S4
2°
1
1'28"E
PLEASANT VIEW RD
R=175.00 L=71.23
Δ=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.
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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 REMOVALS IN AREAS OF NO MASS GRADING SHALL INCLUDE
RESTORATION OF AREA COMPLETE WITH SEEDING AND APPROPRIATE
EROSION CONTROL.
9.SEE SEPARATE EXISTING CONDITIONS PLAN FOR FULL SITE SURVEY.
10.SEE ALSO SEPARATE EXHIBIT(S) FOR VACATED EASEMENTS/ROW.
LEGEND:
6 27
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PLEASANT VIEW RDREDMAN LANE
TROENDLE CIRCLE
NEZ PERCE DR12375123456789101112136BLOCK 2BLOCK 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:997.95File Location: X:\4000320-00\001\40 Design\01 Sheets - Final Plat\SITE.dwg Plotted By: Tyler Stricherz on April 18, 2025 at 3:16:25 PMKnow what's below.Call before you dig.RDial 811FOR REV
IEW
ONLYPRELIM
INARYNOT FOR
CONSTRUCT
IONTyler Stricherzwww.alliant-inc.comPROJECT TEAM DATAQA/QC CHECKDateByCERTIFICATIONDateLicense no.DATE DESCRIPTION
Project No.:Drafted By:Designed By:Sheetof TAS, MPRELLI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalCivil Engineer under the laws of theState of Minnesota. 7277N0SCALE IN FEET3060120LEGEND: TYPICAL LOT DETAILSITE PLAN DATA: City Submittal
4-18-2025
Chanhassen, Minnesota
Final Plat Submittal
Pleasant View Pointe
Site, Lighting, & Signage Plan4000320-00
1000
1010
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10
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100010161012
1010
1000
996
10041000
100010041006
9961026 1
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101010201000998100610201030
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1008
990
992
992
1048
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PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
123
7 5
1
2
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5
67
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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
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.
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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
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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 IS REQUESTED IT SHALL BE UNDERSTOOD THAT
ALL CONDITIONS WITHIN THE CIVIL SITE DESIGN AND PLANS ARE ACCEPTABLE AND
ABLE TO BE PROVIDED FOR IN THE RETAINING WALL DESIGN AND CONSTRUCTION.
6.RETAINING WALLS ARE TO BE FINAL DESIGNED AND PERMITTED BY OTHERS.
GRADING LEGEND:
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.
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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.
0
SCALE IN FEET
25 50 100
9 27
9
PEACEFUL LANE
NEZ PERCE DRIVE
City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeGrading Profiles & Hold Down Details4000320-00
3
7
BLOCK 1
W
1000
1010
994
10
1
0
100099610041006996990
992
992PEACEFUL 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.
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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
Civil Engineer under the laws of the
State of Minnesota.
10 271027
N
OCS 102
N.T.S
NOTE: City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointePond - Filtration Detail4000320-00
RIP RAP CHANNEL
N.T.S
NOTE:
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.
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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
Civil Engineer under the laws of the
State of Minnesota.
11 271127
N City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointePond Detail4000320-00
OCS 501
N.T.S
PE 502 TO OCS 501
NOTE: NOTE:
GU
997.62
1000
1010
994
10
1
0
100010161012
1010
1000
996
10041000
100010041006
9961026 1
0
2
2
10
2
0
10201022
101010201000998100610201030
1032
10361032103010301026102410
2
0
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
104
4
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
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.
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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
VICINITY MAP
NOT 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 (1-2 YEAR STABILIZATION)3. TURF REINFORCEMENT MAT
SC250 NORTH AMERICAN GREEN
1. 2" CRUSHED CLEAR ROCK (LAND
DEVELOPMENT)
OR EQUAL-MNDOT CAT 6
SEDIMENT BARRIERS
3. MnDOT 22-112
2. SILT FENCE City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeErosion & Sediment Control Plan4000320-00
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
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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 CONTRACTOR SHALL DISPOSE OF STORMWATER OR GROUND WATER BY USE OF PUMPS AND HOSES TO
ACCEPTABLE DISCHARGE POINTS APPROVED BY THE CITY AND PROJECT ENGINEER.City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeErosion & Sediment Control Notes & Details4000320-00
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
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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 SHALL BE 1" DIA. HDPE SDR-9 W/1" CORP. STOP AND 1" CURB
BOX.
11.SEWER SERVICES SHALL BE 6" PVC, SDR 26, MINIMUM 2% SLOPE UNLESS
OTHERWISE NOTED ON THE PLANS.
12.ALL 6" AND 8" WATERMAIN SHALL BE PVC C900.
HYDRANT RADII - 250' RADIUS
PEACEFUL LANE PROFILEGU71234 56789101112136BLOCK 2
BLOCK 2BLOCK 1STORMWATER WETLAND/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
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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 FOR AS-BUILTS.
CONVEY TO ENGINEER FOR RECORDS.Chanhassen, MinnesotaPleasant View PointeLEGEND:
S = SANITARY SERVICE WYE STATION
(FROM DOWNSTREAM MH)
IE = SANITARY SERVICE INVERT ELEVATION
CBE = CURB BOX ELEVATION
SE = SURFACE ELEVATION OF WATER SERVICE AT EASEMENT
R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE
(VERTICAL HEIGHT = R X 0.707)
PEACEFUL LANE
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
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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 ELEVATION OF WATER SERVICE AT EASEMENT
R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE
(VERTICAL HEIGHT = R X 0.707)City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeSanitary Sewer & Watermain Plan & Profiles4000320-00
NEZ PERCE DRIVE PLEASANT VIEW ROAD
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
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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 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.City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeStreet & Storm Sewer Plan4000320-00
PEACEFUL LANE PROFILE751234 56789101112136BLOCK 2
BLOCK 2BLOCK 1STORMWATER 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
Δ=088.7156
R=120.0
L=144.23
Δ=082.6381
R=100.0
L=17.16
Δ=003.2771
R=300.0 L=49.52
Δ=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 TO EXITING
DRIVEWAY. MAINTAIN ACCESS
TO DRIVEWAY AT 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
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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 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeStreet & Storm Sewer Plan & Profiles4000320-00
PEACEFUL LANE
207
208
209
210
211
212
213
301
302
2'x3'
48"
48"
27
2'x3'
48"
27
48"
2'x3'
R-3067-V
R-3067-V
R-3067-V
R-4342
R-3067-V
R-1642
R-4342
R-3067-V
R-3067-V
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
Δ=025.6522
R=100.0
L=65.02
Δ=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
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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 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.
NOTES:
1.ALL CASTINGS SHALL BE
NEENAH OR APPROVED
EQUAL.
204 R-3067-V48"
205 2'x3'R-3067-V
MH NO.SIZE CASTING
201
202 48"
48"
101 48"
206 48"R-1642
R-1642
R-4342
R-3067-V
203 27"R-4342
STRUCTURE AND
CASTING SCHEDULE
NEZ PERCE DRIVE
CB 203 TO FES 200
PE 103 TO FES 100
2 2'x3'R-3067-V
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
%
-0.75
%
-2
.00%
-2
.00%
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)
CENTER OF CUL-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
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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
State of Minnesota.
20 27
200
SCALE IN FEET
10 20 40
N
NOTES:
1.ALL INTERSECTION END RETURNS SHALL BE B618 UNLESS OTHERWISE NOTED.
2.ALL CURB SHALL BE A MINIMUM OF 0.5% SLOPE.
3.SEE CITY OF CHANHASSEN STANDARD PLATES FOR DETAILS.
PEACEFUL LANE / NEZ PERCE DRIVE PEACEFUL LANE (CUL-DE-SAC)
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
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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.
21 27
21
N
0
SCALE IN FEET
30 60 120
WETLAND SUMMARY
WETLAND IMPACT CALCULATION
LEGEND: City Submittal 4-18-2025 Chanhassen, Minnesota Final Plat SubmittalPleasant View PointeWetland Management Plan4000320-00
GU
997.62
1000
1010
994
10
1
0
100010161012
1010
1000
996
10041000
100010041006
9961026 1
0
2
2
10
2
0
10201022
101010201000998100610201030
1032
10361032103010301026102410
2
0
10
1
8 10181022101610
1
4
1008
990
992
992
1048
1046
104
4
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
1
2
3
4
5
6
78
9
10 11
12 13
14
15
16
17
18
1920
2122
23
24
25
26
2728
29
3031
32
33
34
35
36
37
38
39 40
41
42
43
44
45
46
47 48
49 50
51
52
53
54
55
56
57 5859
60 61
62
6364 65
66
67 68 69
70
71 72
73
74 75
76
7778 79
80
81
8283
84
85
86
87
88
89
90
91
9293
94 95
96
97
9899100
101
102
103
104
105
106
107
108
109110
111
112
113
114
115
116
117
118
119
120
121
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123
124 125
126127
128
129130
131 132
133
134
135
136137
138
139
140141142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157158
159160
161
162
163
164
165166
167168
169170
171
172
173
174
175
177
178
179
180
182
183
184
185
186
187188
189
190
191
192
193
194
195
196
197
198
199
200
301
302
303
304
305306
307 308309
310
311
312313
314
315316317318
319
320 321
322
323324 325
326
327328 329
330331
332333334335
336337
338339340341
342
343
344345
346347
348
349350 351
352
353354 355356357
358
359360361 362363364365
366
367
368
369
370
371
372
373374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389390
391
392
393
394
395396
397
398
399
400
401
402
403
404405
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407
408
409
410
411
412
413
414
415
416
417
418 419
420
421 422
423 424
425
426427 428
429
430
431
432 433
434
435 436
437
438
439
440
441
442
443
444
445
446
447 448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
1588
15891590
15911592
15931594
1595159615971598
1599
160016011602
160316041605
1606160716081609161016111612
1613
1614
1615 1616
1617
1618
1619
1620
1621
1622
1623
1624
1625
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1633 1634
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1646
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16501651
1652 1653
1654
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16561657
16581659
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1662
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16661667
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1678 1679
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1688 1689 1690
1691
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1698 1699
1700
1701
17021703
1704
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17061707
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1713
1714
1715
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1719
1720
1721
1722
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17271728
17291730
1731
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1734
1735 1736
1737
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1741
17421743
1744
17451746
1747
1748
1749
1750
1751
1752
1753
1754
1755
1756
1757
1758
1759
1760
1761
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1764
1765
1766
1767
1768
1769
17701771
1772
1773
1774
17751776
1777
1778
1779
1780
1781
1782
17831784
1785
178617871788
1789
1790
1791
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1794
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1796
1797
1798
1799
1800
180118021803
1804
1805
18061807
1808
18091810
18111812
1813
1814
181518161817
18181819
1820
1821
1822
18231824
1825
1826
1827
1828
1829
1830
18311832
183318341835
183618371838
1839 1840
18411842
1843
1844
1845
184618471848
1849
1850
18511852
1853
18541855
1856
1857
1858
1859
18601861
1862
18631864
18651866
1867
1868
1869 1870
1871
1872
1873
1874
1875
1876
1877 1878
1879
1880
1881
1882
1883
1884
1885
1886
1887 1888
1889
1890
1891
1892
1893
1894
1895
1896
1897
1898
18991900
1901
1902
1903 1904
1905
1906
1907 1908
1911
1912
1913
1914
1915
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1918
1919
1920
1921
1922
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19371938
19391940
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1956 1957
1958
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1971 1973
1974197519761977
1978 1979
1980
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19891990
1991
1992
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19941995
1996
1997
1998
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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 3:21:04 PMKnow what's below.
Call before you dig.
R Dial 811
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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
TO ENSURE SURVIVABILITY OF EXISTING TREES TO REMAIN. NO HEAVY EQUIPMENT
SHALL BE STORED WITHIN THE TREE DRIP LINE AS DESIGNATED ABOVE.
ELEVATION
4' ORANGE SNOW FENCE WITH
POSTS 8' O.C. AT DRIP
LINE OF OUTER MOST
BRANCHES
DRIP LINE
TREE PROTECTION FENCE
NO SCALE1
1000
1010
994
10
1
0
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
154
155
156
157158
439
440
441
442
443
444
445
446
447 448
449
450
451
452
453
454
455
456
457
458
459
460
461
1588
1589
1590
15911592
15931594
1595159615971598
1599
1600
16011602
160316041605
1606
16071608
16091610
16111612
1613
1614
1615 1616
1617
1618
1619
1620
1621
1622
1623
1624
1625
1626
1627
1628
1629
1630
1631
1632
1633
1634
1635
1636
1637
1638
1639
1640
1641
1642
1643
1644
1645
1646
1647
1648
1649
1650 1651
1652 1653
1654
1655
1656
1657
1658
1659
1660
1661
1662
1663
1664
1665
1666
1667
1668
1669
1670
1671
1672
1673
1674
1675
1676
1677
1678 1679
1680
1681
1682
1683
1684
1685
1686
1687
1688
1689
1690
1691
1692
1693
1694
1695
1696
1697
1698
1699
1700
1701
1702
1703
1704
1705
17061707
1708
1709
1710
1711
1712
1713
1714
1715
1716
1717
1718
1719
1720
1721
1722
1723
1724
1725
1726
17271728
17291730
1731
1732
1733
1734
1735 1736
1737
1738
1739
1740
1741
1742
1743
1744
17451746
1747
1748
1749
1750
1751
1752
1753
1754
1755
1756
1757
1758
1759
1760
1761
1762
1763
1764
1765
1766
1767
1768
1769
17701771
1772
1773
1774
1775
1776
1777
1778
1779
1780
1781
1782
17831784
1785
17861787
1788
1789
1790
1791
1792
1793
1794
1795
1796
1797
1798
1799
1800
180118021803
1804
1805
1806
1807
1808
18091810
1811
1812
1813
1814
181518161817
18181819
1820
1821
1822
18231824
1825
1826
1827
1828
1829
1830
1831
1832
183318341835
183618371838
1839 1840
1841
1842
1843
1844
1845
18461847
1848
1849
1850
1851
1852
1853
18541855
1856
1857
1858
1859
18601861
1862
1863
1864
1865
1866
1867
1868
1869 1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
1882
1883
1884
1885
1886
1887
1888
1889
1890
1891
1892
1893
1894
1895
1896
1897
1898
18991900
1901
1902
1903 1904
1905
1906
1907 1908
1911
1912
1913
1914
1915
1916
1917
1918
1919
1920
1921
1922
1923
1925
1926
1927
1928
1930
1931
1932
1933
1934
1935
1936
1996
1997
File Location: X:\4000320-00\001\40 Design\01 Sheets - Final Plat\TREE - INV.dwg Plotted By: Tyler Stricherz on April 18, 2025 at 3:21:11 PMKnow what's below.
Call before you dig.
R Dial 811
FOR
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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 TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
LEGEND:
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
GU
997.62 10101020998100610201030
1032
10361032103010301026102410
2
0
10
1
8 1018102210161048
1046
104
4
10
4
2
10
4
0
10
3
8
10
3
6
1
0
3
4
1032
1030
1028
1026 102410281026 1026GU
REDMAN LANEPEACEFUL LANEPEACEFUL LANEFILTRATION BASIN 2
100 YEAR HWL:997.95
176
181
1968
1972
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1920
21
22
23
24
25
26
2728
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57 58
59
60 61
62
6364
65
66
67 68 69
70
71
72
73
74
75
76
77
78 79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124 125
126
127
128
129
130
131
132
133
134
135
136137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
159160
161
162
163
164
165
166
167168
169170
171
172
173
174
175
177
178
179
180
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
301
302
303
304
305
306
307 308309
310
311
312
313
314
315
316 317
318
319
320 321
322
323
324
325
326
327328 329
330
331
332
333
334
335
336
337
338339340341
342
343
344
345
346
347
348
349350
351
352
353
354
355
356
357
358
359
360
361 362
363
364
365
366
367
368
369
370
371
372
373
374
375
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377
378
379
380
381
382
383
384
385
386
387
388
389390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421 422
423 424
425
426427 428
429
430
431
432 433
434
435 436
437
438
462
1885
1886
1887
1888
1889
1890
1891
1892
1893
1894
1895
1896
1897
1898
18991900
1913
1914
1915
1916
1917
1928
1929
1930
1931
1932
1933
1934
1935
1936
1937
1938
1939
1940
1941
1942
1943
1944
1945
1946
1947
1948
1949
1950
1951
1952
1953
1954
1955
1956 1957
1958
1959
1960
1961
1962
1963
1964
1965
1966
1967
1969
1970
1971 1973
1974
1975
1976
1977
1978 1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
19891990
1991
1992
1993
1994
1995
1996
1997
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 3:21:16 PMKnow what's below.
Call before you dig.
R Dial 811
FOR
R
E
VI
E
W
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PRE
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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.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
LEGEND:
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
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
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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 duly Licensed Professional
Civil Engineer under the laws of the
State of Minnesota.
25 27
25
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
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
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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 duly Licensed Professional
Civil Engineer under the laws of the
State of Minnesota.
26 27
26
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
GU
997.62
1000
1010
994
10
1
0
100010161012
1010
1000
996
10041000
100010041006
9961026 1
0
2
2
10
2
0
10201022
101010201000998100610201030
1032
10361032103010301026102410
2
0
10
1
8 10181022101610
1
4
1008
990
992
992
1048
1046
104
4
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
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
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 - RB
1 - RB
1 - AB
1 - BF
1 - NF
1 - CH
1 - RO
1 - RB
1 - AB
1 - SL
1 - NF
1 - 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
0
10201022
101010201000998100610201030
1032
10361032103010301026102410
2
0
10
1
8 10181022101610
1
4
1008
990
992
992
1048
1046
104
4
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
3 - WP
3 - BF
2 - CH
1 - SL
1 - NF
1 - AE
1 - SW
1 - RO
1 - SW
1 - NS
1 - RB
1 - CH
1 - NS
1 - SW
1 - SL
1 - SW
1 - AE
1 - AB
1 - SW 1 - AE
1 - NF
1 - RB
1 - NF
1 - SW
1 - RO
1 - AE1 - SW1 - NS
1 - RO1 - RB
1 - AB
1 - 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.
R Dial 811
FOR
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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, 40 MIL. 1-1/2" WIDE
1 FLAG PER WIRE
3-GUY CABLES, DOUBLE STRAND, 14 GA. WIRES
AT 120° SPACING, SEE GUYING PLAN
18" MIN.
MACHINE EDGE V-DITCH AROUND
ALL TREES IN SODDED AREAS
2"X2"X24" WOODEN STAKE AT AN ANGLE