2 - 2024.12.19 - Pleasant View Pointe - Preliminary Plat PlansPLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
123
4
6
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5
67
8
9
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5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
1000' Shoreland District Boundary
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
E
A
C
E
F
U
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\COVER.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:55:16 PMKnow what's below.
Call before you dig.
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N City Submittal 12-19-2024 Chanhassen, Minnesota Preliminary 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
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
Preliminary Plat
Site Plan
Grading & Drainage Plan
Grading Profiles
Erosion & Sediment Control Plan
Sanitary Sewer & Watermain Plan
Storm Sewer Plan
PLAN SUBMISSION/REVISION MATRIX
#SHEET DESCRIPTION 2024-12-13DEVELOPER
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
50 100 200
1 19
1
1 X
X
X
X
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X
X
X
X
X
X
X
X
X
X
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PROJECT
LOCATION
Wetland Management Plan
Pond Detail
Landscape Plan
Tree Preservation Plan
Tree Inventory
Demolition Plan
#
3
4
5
6
7
8
9
10
11
12
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14
Erosion & Sediment Control Notes
17-18
19
Tree Plan Enlargements15-16
2
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
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 457.20R=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
REDMAN LANENEZ
PERCE
DRIVE
TROENDLE CIRCLES89°47'13"W 118.22
Parcel 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.
Dan Ekrem___________________________________________________
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: Joshua Taylor on December 19, 2024 at 7:52:19 AM Chanhassen, MN2 154000320-00RS,MS,LB7/24/2024 RACHEL DEVELOPMENTJDT1"=60'DPEEXISTING CONDITIONSSURVEY2 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
60193 (MAG FND)
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\00 Sheets - Preliminary\DEMOLITION.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:55:33 PMKnow what's below.
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30 60 120 City Submittal 12-19-2024 Chanhassen, Minnesota Preliminary 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
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:
3 19
3
N
RLS 9018
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR
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1
2
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9
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5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
PEACEFUL LANEP
E
A
C
E
F
U
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L
A
N
E
=
=
=
=
=
S88°06'51"E 294.35'
=
S84°03'53"E
146.38'S1°02'51"W232.41'L
=4
4.19'
R
=175.00'
Δ
=
14°28'08"
N
5
1
°
5
0
'
1
6
"
W
1
1
5
.
0
0
'
L=71.23' R=175.00'
Δ=23°19'16"
=
S1°02'51"W
4.86'
N87°22'17"W
140.00'
=S36°38'01"W457.20'S89°47'13"W 315.46'S89°47'13"W
118.22'N1°02'51"E 290.00'S0°47'27"W 716.87'S88°06'51"E 379.08'S0°47'27"W 222.50'=
=
=
=
=S18°02'55"W 343.34'S18°02'55"W 195.82'PARCEL AREA TABLE
PARCEL
B1-L1
B1-L2
B1-L3
B1-L4
B1-L5
B1-L6
B2-L1
B2-L2
B2-L3
B2-L4
B2-L5
B2-L6
B2-L7
B2-L8
B2-L9
B2-L10
B2-L11
B2-L12
B2-L13
OUTLOT A
PEACEFUL LANE ROW
PLEASANT VIEW ROW
AREA SF
39,006
32,745
35,333
64,625
46,373
38,896
18,415
19,114
19,456
19,444
20,100
24,952
23,338
18,431
42,541
28,869
23,306
18,123
19,609
9,093
49,063
1,029
AREA AC
0.90
0.75
0.81
1.48
1.06
0.89
0.42
0.44
0.45
0.45
0.46
0.57
0.54
0.42
0.98
0.66
0.54
0.42
0.45
0.21
1.13
0.02
File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\PRELIMINARY PLAT.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:55:42 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointePreliminary Platwww.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
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.
4 19
4
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30 60 120
LEGEND:
PROPERTY LINE
LOT LINE
R.O.W
EASEMENT LINE
FOUND IRON MONUMENT
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
Being 5 feet in width and adjoining lot lines and 10 feet in
width and adjoining right of way lines, unless otherwise
indicated on the plat.
NOT TO SCALE
123
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6
1
2
3
4
5
67
8
9
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5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
1000' Shoreland District Boundary
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
E
A
C
E
F
U
L
L
A
N
E
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\SITE.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:55:52 PMKnow what's below.
Call before you dig.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeSite PlanTyler Stricherz
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
TAS
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.
5 19
5
N
0
SCALE IN FEET
30 60 120
LEGEND:
TYPICAL LOT DETAIL
SITE PLAN DATA:
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
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
123
4
6
1
2
3
4
5
67
8
9
10
11
12
13
5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
1000' Shoreland District Boundary
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
E
A
C
E
F
U
L
L
A
N
E
F
WW
WW
W
File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\GRADING.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:56:15 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary 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
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.
6 19
6
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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 7 FOR ROADWAY AND TRIAL CENTERLINE PROFILES.
13.SEE SHEET 7 FOR HOUSE PAD HOLDDOWNS & SEE SHEET 5 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
Trail A PROFILE
BLOCK 2 HOLD DOWN DETAILS
WALKOUT PAD
SUBGRADE CORRECTION
FULL BASEMENT PAD
LOOKOUT PAD
BLOCK 1 HOLD DOWN DETAILS
WALKOUT PAD
SUBGRADE CORRECTION
FULL BASEMENT PAD
PLAN VIEW: HOLD DOWN DETAIL
FULL BASEMENT File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\PROFILES.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:56:25 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeGrading 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
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.
0
SCALE IN FEET
25 50 100
7 19
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PEACEFUL LANE
10' BIT TRAIL
3
BLOCK 1
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
WA
A'1000
1010
994
10
1
0
100099610041006996PEACEFUL LANEPLEASANT VIEW
A A'File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\POND DETAILS.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:56:42 PMKnow what's below.
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15 30 60 City Submittal 12-19-2024 8Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointePond-Filtration Detailwww.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
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.
8 19819
FILTRATION TRENCH DETAIL
(NOT TO SCALE)
N
OCS 101
N.T.S
NOTE:
GU
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
GU
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
123
4
6
1
2
3
4
5
67
8
9
10
11
12
13
5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
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DND
DND
DND
File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\EROSION CONTROL.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:56:57 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeErosion & Sediment Control 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
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.
9 19
9
N
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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 11.1 AC
EROSION CONTROL BLANKET 3,458 SY
SILT FENCE 6,676 LF
INLET 13 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:
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. STRAW/HAY
MnDOT TYPE 1 MULCH
2. EROSION CONTROL BLANKET
MnDOT CAT. 3N
3. HYDROMULCH
MnDOT TYPE 42. MnDOT-150 (1-2 YEAR STABILIZATION)
4. TURF REINFORCEMENT MAT
SC250 NORTH AMERICAN GREEN
1. 2" CRUSHED CLEAR ROCK (LAND
DEVELOPMENT)
OR EQUAL-MNDOT CAT 6
SEDIMENT BARRIERS
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 10 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
3. MnDOT 22-112
2. SILT FENCE
1 MILE
INLET PROTECTION
ROCK CONSTRUCTION ENTRANCE
WASHED ROCK OR
WOOD/MULCH PER
SPECIFICATIONS
18" MINIMUM CUT OFF BERM TO
MINIMIZE RUNOFF FROM SITE
NOTES:
1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO
STOP MUD MIGRATION THROUGH MATERIAL.
2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS
DAILY OR MORE FREQUENTLY AS NECESSARY.
3.CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THE
COMMENCEMENT OF GRADING OPERATIONS ON THE SITE.
4.THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENT
TRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING
WITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OF
THE PAD.
5.THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THE
PROJECT.
6.THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OF
BITUMINOUS SURFACING.
PUBLI
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WOOD/MULCH- 12" MINIMUM DEPTH
20' MI
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NOTE:
ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1
REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL
THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD
IS EROSION CONTROL BLANKET OR HYDROMULCH.
UNDISTURBED VEGETATION
TRACKED EQUIPMENT
TREADS CREATE GROOVES
PERPENDICULAR TO SLOPE
DIRECTION.
SLOPE
SLOPE TRACKINGEROSION CONTROL BLANKET
INSTALLATION
OVERLAP
LONGITUDINAL JOINTS
MINIMUM OF 6"
OVERLAP END JOINTS
MINIMUM OF 6" AND STAPLE
OVERLAP AT 1.5' INTERVALS.
ANCHOR TRENCH
(SEE DETAIL AND NOTES BELOW)
ANCHOR TRENCH
1. DIG 6" X 6" TRENCH
2. LAY BLANKET IN TRENCH
3. STAPLE AT 1.5' INTERVALS
4. BACKFILL WITH NATURAL SOIL AND COMPACT
5. BLANKET LENGTH SHALL NOT EXCEED 100'
WITHOUT AN ANCHOR TRENCH
6"
6"
1' TO 3'
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SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,
STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
STAPLE PATTERN/DENSITY SHALL
FOLLOW MANUFACTURERS
SPECIFICATIONS
File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\EROSION NOTES.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:57:08 PMFOR
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeErosion & Sediment Control Noteswww.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
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.
10 19
10
EROSION CONTROL SCHEDULE:
FINAL STABILIZATION:
EROSION CONTROL GENERAL NOTES:
POLLUTION PREVENTION MANAGEMENT MEASURES:
SEDIMENT CONTROL PRACTICES:
THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL
STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL
STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY:
ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70
PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND;
A.ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION;
B.ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SEDIMENT CONTROL LOGS) MUST BE REMOVED AS PART OF
THE SITE FINAL STABILIZATION; AND
C.THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER
QUALITY MANAGEMENT BASINS.
D.SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE
WATERS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.
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.
2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS,
LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST
BE IN COMPLIANCE WITH MPCA REGULATIONS.
3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE
CONTAINED AND WASTE PROPERLY DISPOSED OF.
4. 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. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE
PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.
3. 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.
4. TEMPORARY SOIL STOCKPILES MUST HAVE SEDIMENT BARRIERS OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING
STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES.
5. SITE CONSTRUCTION ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLAN.
1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SEDIMENT BARRIERS AND CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF.
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 SITE GRADING, 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.
5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION.
1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. UNLESS
EXPRESSLY EXTENDED BY A PERMIT.
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. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO
ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH.
9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS.
10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED.
11. SEDIMENT BARRIERS ARE REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT
PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF.
12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. 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.
13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF
CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME.
15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK-BLADE.
LEAVE A SURFACE ROUGH TO MINIMIZE EROSION.
16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY
SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS.
17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 @ 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) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) @ 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED
EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED.
18. POND SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN.
19. 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.
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 SHALL INCLUDE:
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
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.
Know what's below.
Call before you dig.
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REDMAN LANETROENDLE CIRCLENEZ PERCE DR
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BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\SAN-WM.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:57:18 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary 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
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.
11 19
11
N
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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.
SANITARY SEWER SCHEDULE:
HYDRANT RADII - 250' RADIUS
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ PERCE DR
123
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67
8
9
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BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\STORM SEWER.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:57:26 PMKnow what's below.
Call before you dig.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeStorm Sewer 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
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.
12 19
12
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
STORM SEWER SCHEDULE:
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.
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR
123
4
6
1
2
3
4
5
67
8
9
10
11
12
13
5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\WETLAND.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:57:34 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeWetland Management 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
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.
13 19
13
N
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SCALE IN FEET
30 60 120
WETLAND SUMMARY
WETLAND IMPACT CALCULATION
LEGEND:
GU
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
GU
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:57:52 PMKnow what's below.
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeTree Preservation PlanTyler Stricherz
TAS
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.
14 19
14
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
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 SCALE2
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
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
PLEASANT VIEW RD
NEZ
PERCE
DR
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
P
E
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F
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143
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442
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447 448
449
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453
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455
456
457
458
459
460
461
1588
1589
1590
15911592
15931594
1595159615971598
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:57:56 PMKnow what's below.
Call before you dig.
R Dial 811
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeTree Perservation Plan - Enlarged - NorthTyler Stricherz
TAS
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.
15 19
15
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 10101020998100610201030
1032
10361032103010301026102410
2
0
10
1
8 101810221016GU
REDMAN LANEPEACEFUL LANE2
3
4
5
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File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:58:01 PMKnow what's below.
Call before you dig.
R Dial 811
FOR
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeTree Perservation Plan - Enlarged - SouthTyler Stricherz
TAS
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.
16 19
16
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\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:58:04 PMFOR
R
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeTree Inventory ScheduleTyler Stricherz
TAS
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.
17 19
17
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\00 Sheets - Preliminary\TREE - INV.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:58:09 PMFOR
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary Plat SubmittalPleasant View PointeTree Inventory ScheduleTyler Stricherz
TAS
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.
18 19
18
www.alliant-inc.com
PROJECT TEAM DATA
QA/QC CHECK
DateBy
CERTIFICATION
Date License no.DATEDESCRIPTIONProject No.:
Drafted By:
Designed By:
Sheet of
GU
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
123
4
6
1
2
3
4
5
67
8
9
10
11
12
13
5
BLOCK 2BLOCK 2OUTLOT A
BLOCK 1
BLOCK 1
1000' Shoreland District Boundary
POND/FILTRATION
NWL:994.0
100 YEAR HWL:998.99
PEACEFUL LANEP
E
A
C
E
F
U
L
L
A
N
E
GU
PLEASANT VIEW RD
REDMAN LANETROENDLE CIRCLENEZ
PERCE
DR
1 - RO
1 - SL
1 - NF
1 - SL
1 - BF
1 - RB
1 - BF
1 - SL
1 - RB
1 - RO
3 - BF
1 - NS
1 - RB
1 - NF
2 - CH
1 - RB
1 - NS
1 - AB
1 - BF
1 - NF
1 - CH
1 - RO
1 - RB
1 - AB
1 - SL
1 - NF
1 - AB
1 - CH1 - RO
3 - WP
3 - WP
1 - RO
1 - SL
1 - AB
1 - NF
1 - CH
1 - AB
1 - RO
1 - AB
1 - SL
1 - NF
3 - NS
1 - RB
GU
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
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 - AB
1 - AE
1 - SW
1 - CH
1 - NS
1 - RO
1 - RB
1 - AB
1 - SW
1 - NS
1 - AE
1 - AE
1 - AE
1 - SW
File Location: X:\4000320-00\001\40 Design\00 Sheets - Preliminary\LANDSCAPE.dwg Plotted By: Tyler Stricherz on December 19, 2024 at 4:58:30 PMKnow what's below.
Call before you dig.
R Dial 811
FOR
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NCity Submittal 12-19-2024 Chanhassen, Minnesota Preliminary 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.
19 19
19
N
0
SCALE IN FEET
30 60 120
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