2018-04-24 Progress Set SCD14001NORTH
NO SCALE
AREA LOCATION MAP
At@
Face of CurbF.C.
Floor Drain
Foundation
Galvanized
Full Basement
Grade Break
Flared End Section
Full Basement Walk Out
Full Basement Look Out
Garage Floor Elevation
General Contractor
Finished Floor Elevation
Field Verify
Fire Department Connection
Horizontal
Information
Hydrant
Inlet Elevation
Inside Dimension
High Density Polyethylene Pipe
High Point
Heating, Ventilation, Air Conditioning
IN. OR (")
INFO.
I.D.
INL.
Inches
HDPEP
HGT.
HYD
HORIZ.
HVAC
H.
GR.
H.P.
Height
Height
Grade
FT. OR (')
G.C.
GAL.
GFE
GL.
GALV.
FLR.
FUT.
G.B.
Gallon
Glass
Foot
Floor
Future
FBWO
FBLO
FES
FDN.
FFE
F.D.
F.V.
FB
F.D.C.
Side Exit Walk Out
Specification
Thickness
Symmetrical
Structural
Standard
Temporary
Verify In Field
Vertical Curve
Vapor Barrier
Thick / Thickness
Top of Wall
Top of Rim
Storm Sewer Manhole
Unless Noted Otherwise
Vestibule
Walk Out
Welded Wire Fabric
Working Point
Waterproof
V.C.
WithoutW/O
YD.
YR.
WO
WETL.
WT.
WP
Yard
Year
Wetland
Weight
W.PT.
W
W/
W.W.F.
VER.
V.I.F.
VEST.
VERT.
Width
With
Vertical
Verify
TEMP.
THK.
TYP.
V.B.
U.N.O.
T
SYM.
T/W
T/R
Typical
SPEC.
SQ.
STD.
STMH
STRUCT.
SEWO
SIM.
SLNT.
SHT.
Square
Sealant
Similar
Sheet
Additional
Addendum
Alternate
Aluminum
Anodized
Automatic
Average
Back of Curb
Approximate
Area Drain
Anchor Bolt
Air Handling Unit
Adjacent / Adjust
Architect / Architectural
100 Year Flood Elevation
Air Conditioning Unit
Building
Basement
Centerline
Cleanout
Cement
Catch Basin
Cubic Yards
Control Joint
Corner Guard
Cubic Feet
Bottom of Wall
Concrete Masonry Unit
Cubic Feet Per Second
Bituminous (Asphaltic)
Basement Floor Elevation
Cast Iron Pipe
Catch Basin Manhole
U.S. Army Corps Of Engineers
Continuous
Connection
Degree
Copper
Diagonal
Diameter
Drawing
Dimension
Department
Ductile Iron Pipe
Demolition / Demolish
Down Spout
Contractor
Construction
Concrete (Portland)
Corrugated Metal Pipe
Each Way
Emergency
Elevation
Electrical
Engineer
Elevation
Equivalent
Equipment
Existing
Expansion
Entrance
Expansion Joint
Furnished by Others
Furnish and Install
Emergency Overflow Swale
EastE.
ENGR.
EXP.
EXIST.
F & I
F.B.O.
EQ.
EQUIP.
EQUIV.
ENTR.
Equal
EL.
ELEC.
ELEV.
EMER.
E.J.
EA.
E.W.
E.O.S.
Each
DIAG.
DIP
DIM.
DN
DWG.
DIA.
DET.
DEPT.
DEMO.
Down
Detail
CONTR.
COP.
DEG.
D.S.
CU.
CONN.
CONST.
CONT.
CONC.
Cubic
B/W
C.L.
CB
CIP
CEM.
CMP
CBMH
C.O.
C.Y.
C.O.E.
C.M.U.
C.F.
C.J.
C.G.
C.F.S.
BFE
BIT
BLDG
BSMT.
ALT.
APPROX.
AVG.
B.C.
AUTO.
ALUM.
ANOD.
ARCH
100 YR.
A/C
ADD.
AHU
ADJ.
ADDL.
A.B.
A.D.
Property LineP.L. OR P/L
Polyethylene
Point of Tangency
Point of Beginning
Proposed
Preparation
Perforated
Pavement
Pounds Per Square Inch
Pedestal / Pedestrian
Poly-Vinyl-Chloride (Piping)
Point of Vertical Tangency
Point of Vertical Intersection
Point of Vertical Curvature
Pounds Per Square Foot
Radius Point
Rim Elevation (Casting)
Reinforced
Regarding
Rough Slab
Rough Opening
Remove Existing
Side Exit
Right of Way
Sanitary Sewer
Square Feet
Revision / Revised
Regulatory Government Unit
Reinforced Concrete Pipe
RadiusR
REINF.
ROW OR R/W
S.
SAN.
SE
SECT.
S.F.
REQ'D
REV.
RGU
South
Section
Required
R.P.
R.S.
RCP
RE.
RE
R.O.
R.E.
RAD.Radius
PED.
QTY.
QTR.
PVMT.
PVC
PERF.
PREP.
PROJ.
PROP.
Quantity
Quarter
Project
P.V.I.
PE
P.V.T.
P.V.C.
P.O.B.
P.S.I.
P.S.F.
P.T.
Lineal Feet
Maintenance
Longitudinal
Light / Lighting
Mechanical
Miscellaneous
Minimum / Minute
Manufacturer
Local Government Unit
Low Point / Liquid Petroleum
Normal Water Level
Not to Scale
Not In Contract
Module / Modular
Overhead
Point of Intersection
Post Indicator Valve
Point of Curvature
Overhead Electric
Outside Dimension
On Center
Normal Water Elevation
Ordinary High Water Level
Minnesota Department Of Transportation
OPNG.
ORIG.
PIV
P.I.
P.C.
O.D.
OH.
OHWL
O.E.
Opening
Original
NOM
NTS
NWL
NWE
O.C.
MUL.
N.
N.I.C.
NO. OR #
Nominal
North
Mullion
Number
MaterialMATL.
MH
MISC.
MIN.
MOD.
MNDOT
MECH
MAX.
MFR.
MED.
Manhole
Maximum
Medium
LT.
LONG.
MAINT.
MAS.
L.F.
L.P.
LB.
LGU
Masonry
Pound
D
&And
Angle
INSUL.Insulation
INV.Invert Elevation
TNH Top Nut Hydrant
Emergency OverflowE.O.
Roof Storm DrainRSD
ABBREVIATIONS
Subsurface drainSSD
Invert ElevationI.E. or IE
JT.Joint
Roof DrainR.D.
Tooled JointT.J.
MODULAR RETAINING WALL
FIELDSTONE RETAINING WALL
NEW
CATV UNDERGROUND CABLE/TV
EXISTING DESCRIPTION DESCRIPTION
STORM SEWER
WATERMAIN
FORCE MAIN
SANITARY SEWER-WASTE
ROOF DRAIN SYSTEM
GAS LINE-UNDERGROUND
FIRE LINE (IF SEPARATE)
FIRE DEPT. CONNECTION
SOIL SUBDRAIN
TELEPHONE-UNDERGROUND
ELECTRIC-UNDERGROUND
LAWN SPRINKLER SLEEVE
>
>
>>
RIPRAP
>>
FM
STS
RD
GATE VALVE
WTR
SAN
BLDG.
FIRE
GAS
HYD
TELE
ELEC
X"SSD
LSS
C.O.
MAJOR CONTOUR
BUILDING
SPOT ELEVATION
120
CONCRETE
SLOPE DIRECTION
CONCRETE CURB
GUARD RAIL
FENCING
CONCRETE RETAINING WALL
HEIGHT, TYPE
POWER POLE
LIGHT STANDARD
EXIT LOCATION
UNDERGROUND STRUCTURE
EDGE OF PAVEMENT
BOLLARD
CANOPY/OVERHANG
BIT. EDGE
FES
CATCH BASIN
MANHOLE
SYMBOLS
LANDSCAPING
GRAVEL
FLAG POLE
>
>>
POWERPOLE
GUARD POST
GAS METER
TREES
TRAFFIC SIGN
WATER MAIN
SANITARY SEWER LINE
STORM SEWER LINE
OVERHEAD ELECTRIC
MAJOR CONTOUR
SPOT ELEVATION
CONCRETE
BUILDING
CANOPY / OVERHANG
120
GM
12"STS
8"SAN
FENCING
CONCRETE CURB
RETAINING WALL
OE
MANHOLE
WATER VALVE
FIRE HYDRANT
FLARED END SECTION
CATCH BASIN
6"WTR
XX
HEIGHT, TYPE
1 NOTE NUMBER
GUY WIRE
IRON MONUMENT FOUND
WATER SHUT-OFF VALVE
l l
MEASURED DISTANCE
DISTANCE PER RECORDED PLAT
UNDERGROUND TELEPHONEUT
UNDERGROUND ELECTRICUE
GAS LINEG
PAVING BLOCK
PAVING BLOCK
SET 1/2" X 14" IRON PIPE
TRANSFORMER
TREE LINE
MB
MAILBOX
SURVEY DISK (BENCHMARK)
WSO
BITUMINOUS
SOIL BORINGB-X
123.45
%1.00
LIGHT POLE
MINOR CONTOUR123MINOR CONTOUR123
SYMBOL DESCRIPTION
REVISED AREA (THIS ISSUE)
REVISION - ADDENDUM, BULLETIN, ETC.
NOTE REFERENCE
LARGE SHEET DETAIL
COORDINATE POINT
PARKING STALL COUNT
DESCRIPTIONSYMBOL
EROSION CONTROL SYMBOLS
DRAWING SYMBOLS
LEGAL DESCRIPTION
BENCHMARK
C21
C7.3
1
12
2
3
SITE / UTILITY CONTACTS
CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
SITE
LYMAN BLVD
L
YMANBL
VDPOWERSBLVDPIONEER TRAIL
AUDUBONRDGREATPLAINSBLVDHAZELTINE LAKE
LAKE RILEY
101
101
101
14
14
212
212
212
CHANHASSEN, MN
LAKE SUSAN
THE SOUTH HALF OF THE SOUTHWEST QUARTER (S 1/2 OF SW 1/4), SECTION 23, TOWNSHIP 116, RANGE 23, CARVER
COUNTY, MINNESOTA, EXCEPT THE FOLLOWING 2 DESCRIBED TRACTS:
LINE 1. COMMENCING AT THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 116, RANGE 23; THENCE RUNNING NORTH
ON SECTION LINE 30 FEET; THENCE IN A STRAIGHT LINE TO A POINT ON THE SOUTH SECTION LINE OF SAID SECTION, 30
FEET EAST OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE WEST 30 FEET TO SAID SOUTHWEST CORNER OF
SAID SECTION AND PLACE OF BEGINNING, BEING A THREE CORNERED PIECE IN SOUTHWEST CORNER OF SAID SECTION
23, TOWNSHIP 116 RANGE 23; AND 2. THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE
EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, BOTH IN SECTION 23, TOWNSHIP 116 NORTH,
RANGE 23 WEST, CARVER COUNTY, MINNESOTA WHICH LIES EASTERLY OF LINE 2 DESCRIBED BELOW:
LINE 2. BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 23; THENCE RUN WEST ON AN AZIMUTH OF 271
DEGREES 56 MINUTES 13 SECONDS ALONG THE SOUTH LINE OF SAID SECTION 23 FOR 1634.23 FEET TO A POINT; THENCE
ON AN AZIMUTH OF OO DEGREES 43 MINUTES 24 SECONDS FOR 500.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 91
DEGREES 56 MINUTES 13 SECONDS FOR 1173.46 FEET TO A POINT; THENCE ON AN AZIMUTH OF 29 DEGREES 19 MINUTES
18 SECONDS FOR 152.11 FEET TO A POINT; THENCE ON AN AZIMUTH OF 352 DEGREES 57 MINUTES 23 SECONDS FOR
709.36 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE ON
AN AZIMUTH OF 91 DEGREES 23 MINUTES 02 SECONDS ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER FOR 475.37 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER AND THERE TERMINATING.
ABSTRACT.
TOGETHER WITH
PARCEL 1
THE NORTH 420.00 FEET OF THE EAST 414.86 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE
23, CARVER COUNTY, MINNESOTA.
PARCEL 2
THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA EXCEPT FOR THE
SOUTH 658.24 FEET THEREOF; AND ALSO EXCEPT THE NORTH 420.00 FEET OF THE EAST 414.86 FEET THEREOF.
PARCEL 3
THE SOUTH 658.24 FEET OF THE NW 1/4 OF THE SW 1/4 OF SECTION 23, TOWNSHIP 116, RANGE 23, CARVER COUNTY,
MINNESOTA.
TOGETHER WITH
THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NE 1/4 OF SW 1/4) OF SECTION TWENTY-THREE (23),
TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH OF RANGE TWENTY-THREE (23) WEST, CARVER COUNTY, MINNESOTA,
EXCEPT THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER {NE 1/4 OF SW 1/4) OF SECTION
TWENTY-THREE (23), TOWNSHIP ONE HUNDRED SIXTEEN (116) NORTH, RANGE TWENTY-THREE (23) WEST, SHOWN AS
PARCEL 64 ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-19, FILED 10-19-2004 AS
DOCUMENT NO. 39930
TEL:
FAX:
CITY PLANNER
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
KATE AANENSON
kaanenson@ci.chanhassen.mn.us
952-227-1139
952-227-1110
TEL:
FAX:
BUILDING OFFICIAL
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
JERRY MOHN
jmohn@ci.chanhassen.mn.us
952-227-1180
952-227-1190
TEL:
FAX:
ELECTRIC
MINNESOTA VALLEY ELECTRIC COMPANY
125 MINNESOTA VALLEY ELECTRIC DR.
JORDAN, MN 55352
BRIAN LUCE
952-233-8988 TEL:
FAX:
TELEPHONE
CENTURYLINK
200 S 5TH ST.
MINNEAPOLIS, MN 55402
866-642-0444TEL:
FAX:
GAS
CENTERPOINT ENERGY
700 LINDEN AVE W.
MINNEAPOLIS, MN 55403
NewConstructionServices@CenterPointEnergy.com
800-342-4166TEL:
FAX:
CITY ENGINEER
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
PAUL OEHME
poehme@ci.chanhassen.mn.us
952-227-1160
952-227-1170
DESCRIPTIONSHEET
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STREET & STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1 04.14.1706.30.17X
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X 02.26.1803.16.1803.21.1804.24.18SHEETS ISSUED BY DATE
XXXXX
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LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
OWNER
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: STEVE SABRASKI
PROJECT CONTACTS
CIVIL ENGINEER
RSP ARCHITECTS
122 MARSHALL ST. NE
MINNEAPOLIS, MN 55413
TEL 612.677.7100
CONTACT: JEFF HYSJULIEN
ARCHITECT
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: ERIC LINDGREN
SURVEYOR
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: KEVIN TEPPEN
LANDSCAPE ARCHITECT
LAUNCH PROPERTIES, LLC
800 LASALLE AVE. SUITE 1610
MINNEAPOLIS, MN 55402
TEL 612-564-4060
CONTACT: MARK NORDLAND
DEVELOPER
C001SCD001.DWG
CIVIL & LANDSCAPE
TITLE SHEETC0.1
SITE BENCHMARK:
BM-1 : TOP NUT OF HYDRANT
LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.
ELEVATION = 921.32 )
BM-2 : TOP NUT OF HYDRANT
LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD.
ELEVATION = 913.82 )
SEDIMENT CONTROL FENCE
INLET PROTECTION
EROSION CONTROL MAT
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
18
17
X
X
X
X
X
15"RCPOEOEOEOEOEIIIIIIOEOEOEOE OE OE OE
15"RCP
15"RCP18"RCP1 5 "R C P12"RCP12"RCP1 5 "R C P
15"RCP
1 5 "R C P
15"RCP15"RCP12"RCP12"RCP18"RCP18"RCP12"
R
C
P
1 5 "R C P
1 2 "R C P
21" RCP 18" RCP
18"RCP
15"RCP
21"RCP
15"RCP
2 1 "R C P
1 5 "R C P
12"RCP12"RCP2.4" DIA. CAP
BOULDER
RET. WAL
EDGE OF PLOWED FIELD
EDGE OF PLOWED FIELD
EDGE OF
PLOWED FIELD
EDGE OF
PLOWED FIELD
EDGE OF
PLOWED FIELD
EDGE OF
PLOWED FIELD
WOOD FENCE
WROUGHT IRON FENCE
GUARD
RAIL
XXXXXX X X
CHAIN LINK FENCE
FO FO FO FO
ELECTRIC
TRANSFORMER
CHAIN LINK FENCE
ELECTRIC
TW ELEV. 921.2
BW ELEV. 918.07
TW ELEV. 930.8
BW ELEV. 927.1
X
15"RCP
15" RCP
15"RCPMETAL COVER
TOP=912.8
IE=910.3(NW)
IE=909.0(S)
15" RCP
METAL
COVER
TOP=914.2
IE=910.3(NW)
RIPRAP
15" RCP
15" RCP
15"RCP
18"RCP
15" RCP
18" RCP
12" RCP
>>>>>>>>>>>>>>>>>>>>>>>>2 1 "R C P
PIPE FULLY
PLUGGED
UE UE UE UE UE UE UE UE UE UE UE UE
UE UE
U
E
B-3
B-2B-1
B-4 B-5
B-6
B-7
B-8
B-9
B-10
B-12B-11
B-13
B-14 B-15
B-16
B-17
B-18
B-19
B-20
B-21B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31 B-32
WETLAND#6
WETLAND #2
WETLAND #1
WETLAND #7
WETLAND #8
W E T L A N D #9
WETLAND #3
WETLAND #5
WETLAND#4
WETLAND #10
20' WETLAND
BUFFER (TYP)
30' WETLAND
BUFFER BUFFER
SETBACK (TYP)
HIGHWAY EASEMENT PER BOOK
150 OF DEEDS,PG.313 HIGHWAY EASEMENT PER BOOK 150 OF DEEDS,PG.307
18" RCP
45'PERMANENT D&U EASEMENT
PER MNDOT R/W PLAT NO.10-19
(DOC.NO.A399301)
N89°02'39"W 220.98 L=570.63 R =11416.16 ǻ =2°51'50"
N 4 2 °4 3 '4 2 "W
5 8 .0 8
N 0 0 °4 3 '2 5 "E
9 .7 6
N89°16'35"W
80.00
S00°43'25"W
12.95
S47°01'24"W
49.70
L=29 0.76 R =115 47.16 ǻ =1°26 '3 4 "N89°10'37"W 463.85 L=123.02R=474.00ǻ=14°52'12"
MNDOT WETLAND M09
MNDOT WETLAND M10
4.
4.
BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY
BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
NORTH
0 150 300
C101SCD001.DWG
EXISTING
CONDITIONSC1.1
BACKGROUND INFORMATION SHOWN IS FROM SURVEY BY LANDFORM PROFESSIONAL SERVICE, MINNEAPOLIS, MN,
ON MAY, 05, 2016, EXPRESSLY FOR THIS PROJECT; CITY OF CHANHASSEN, MN RECORD DRAWINGS; AND UTILITY
SERVICE PROVIDERS. LANDFORM OFFERS NO WARRANTY, EXPRESSED OR WRITTEN, FOR INFORMATION PROVIDED
BY OTHERS. EXISTING PROJECT CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. ERRORS,
INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ENGINEER.
GEOTECHNICAL BORING LOCATIONS ARE APPROXIMATE AND ARE BASED ON INFORMATION PROVIDED IN THE
GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, MINNEAPOLIS, MN, ON APRIL 12, 2017.
WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES.
THE BUILDINGS AND PAVEMENT SOUTH OF THE INTERSECTION OF SUNSET TRAIL AND LYMAN BOULEVARD HAVE BEEN
REMOVED SINCE THE SURVEY WAS COMPLETED.
1.
2.
3.
4.
EXISTING CONDITIONS
COCO
OEOEOEOEOE0
0
0
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
0SIG.BASE
SIG.BASE
00
219
CABX
CABX
IIIIIIOEOEOEOE OE OE OE
HH
SIG.BASE SIG.BASE
LT
SIG.BASE
EM
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
LT
LTMB
G
MEM
2.4" DIA. CAP
EDGE OF PLOWED FIELD
EDGE OF PLOWED FIELD
EDGE OF
PLOWED FIELD
EDGE OF
PLOWED FIELD
EDGE OF
PLOWED FIELD
EDGE OF
PLOWED FIELD
WOOD FENCE
WROUGHT IRON FENCE
GUARD
RAIL
XXXXXX X X
CHAIN LINK FENCE
FO FO FO FO
ELECTRIC
TRANSFORMER
CHAIN LINK FENCE
ELECTRIC
918
925
930
935
940
945
950
950
900
91
5
915910
905900
895
890
885
880
920
915
890
890
895
900
905
910915
920
925
930
935
940
945
945
940
935
930
925
920
925925929920915910905900895890 8
9
5 90090
0
92
5
920
915
9
1
0
945
885
875
9
1
1 91191091
0
9109109059109109
1
5 915920910918947952
8
9
0
8
9
5
9
0
0
91592092592493091
5
92
0
92
5
93093
5895900905910915 9159209209
1
0
9
1
5
X915
910
905
900895890920
915
910
905
90
0
895
I
392
391
390
388
389
387
386
385
384
382
381
383
380
379
378
376
377
375
373
374
372
371
370369
368367
366
365
364
363
362361
360
427428429430431
426
425 424423 419
418
417
416
413414415
412
411410408407406405409
403404
402401400
399
398397396395
394393422421420
432433434435437436439438440441442443444446
445452
451450447448449
453454455456457458459460461462463468466465467
464
469
479
478
477
476
475
474
473
472
471
470
481
484
482
483
485
486
487
488
489
490
480
287286
253
252
254255256257258 259260261262263264265266267268269
270
271
272
273274
276277
275
278
279 280
281
282
283
284
285
1
2
3
4
5
78
91011
12
13
1415
16
17
18
19
20
21
22
23
24
25
26
27
28
29
3130
32
33
34
35
3638
37
39
40
4142
4344
4546
47
4849
50
288
289290291292293294295296297298
299
300301302303
305304306
308307
309
311
310
312
313
314
315317316
318
319
320
321
322323324325
329328
327
326
330
331
332
333
334335
238
237
236
235
233 234
232 239
240241
243242
244
245246
247
248
249
250 251
51
52
53545556
575859
60
61
6263
64
65
66
67
68
69
72
7071
7374
75
7677
78
79
80
8182838485868887
220
221
222
223
224 225
226
227228
229
230
231
8990919293959496979899100101102103104105106
107108
109110111112
113
114115
116117
118
119
120
121122123
124125
126127
128
336
359
358
357
356
355
354
353
352
351350
349
347
348
346
345
344
343
342
341
340
339 338 337
132
129130131133134135137136138139140141142143144145
146147148
149
150
151
152
153
154
155
156157
158
159
160
161162
163164165166
168
167
169170171172173174175176
177
178179180182181183184185186187
188
189
190191
192193
194195
196
198
199
197
200
201
202
203
204
205
206207
208
209
210
211
212214
213215
216
492
491
BM-2 (TNH)
913.82
BM-1 (TNH)
921.32
UE UE UE UE UE UE UE UE UE UE UE UE
UE UE
U
E
B-3
B-2B-1
B-4 B-5
B-6
B-7
B-8
B-9
B-10
B-12B-11
B-13
B-14 B-15
B-16
B-17
B-18
B-19
B-20
B-21B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31 B-32
WETL
A
N
D
#
6
WETLAND #2
WETLAND #1
WETLAND #7
WETLAND #8
WETLA
N
D
#
9
WETLAND #3
WETLAND #5
WETL
A
N
D
#
4
WETLAND #10
20' WETLAND
BUFFER (TYP)
30' WETLAND
BUFFER BUFFER
SETBACK (TYP)
TREES
425-468
TREES
369-419
TREES
289-297,
300-308,
315-317
TREES
254-270TREES
126-131,
133-145
TREES
163-166,
169-176,
178-187
TREES
81-106
HILLSIDE
OAKS
925
93
0
935
9
40
MNDOT WETLAND M09
MNDOT WETLAND M10
C.S.A.H. NO. 18 LYMAN BOULEVARD
POWERS BOULEVARDU.S. TRUNK HIGHWAY NO. 212BLUFF CREEK BLVD.MILLS DRIVE
CHAINLINK FENCE EAST OF LINECHAINLINK FENCE ON LINEW O O D E D A R E A
RE:937.71
IE:925.96
RE:915.15IE:884.0510057915.73HYD@GRND 20' WETLA
N
D
B
UFF
E
R
20'
W
E
T
L
A
N
D
B
U
F
F
E
R
RIVER ROC
K
D
R
I
V
E
S
.RIVER ROCK DRIVE N. 20' WETLAND BUFFER 20' WETLA
ND B
UFFE
R SUNSETTRAIL C.S.A.H.NO. 17<<<<<<<<<<<<<<<<<<<<<<<<<BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY
BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018NORTH
0 150 300
C103SCD001.DWG
TREE
PRESERVATIONC1.3
TOTAL BASELINE TREE CANOPY ON SITE = 1,282,126 S.F. (26% OF 4,901,297 S.F. TOTAL SITE)
372,411 S.F. CANOPY REMOVED (29%)
909,715 S.F. CANOPY PRESERVED (71%)
TREE INVENTORY SUMMARY
REFER TO SHEET C1.4 FOR EXISTING TREE SIZES AND SPECIES.
:TREE TO BE REMOVED
:TREE CANOPY TO BE REMOVED
:TREE PROTECTION<<SITE AREA 5,149,807 S.F.
WETLANDS 248,510 S.F.
4,901,297 S.F.AREA REQUIRED TO CALCULATE BASELINE CANOPY COVERAGE
LEGEND
:EXISTING TREE CANOPY NOT SURVEYED
:WETLANDS
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
C104SCD001.DWG
TREE
INVENTORYC1.4
COCO
XXXXXXXXXXCOCO
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
CABX HH
CABX
CABX
HH
SIG.BASE SIG.BASE
LT
SIG.BASE
SIG.BASE
SIG.BASE
SIG.BASE
HH
SIG.BASE
SIG.BASE
SIG.BASE
CABX
LT
LTMB
WOOD FENCE
WROUGHT IRON FENCE
GUARD
RAIL
XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XCHAIN LINK FENCE
CHAIN LINK FENCE
X
BM-2 (TNH)
913.82
BM-1 (TNH)
921.32
W. LINE OF THE SW1/4 OF SEC. 23, TWP. 116, RGE. 23N. LINE OF THE S 1/2 OF THE SW 1/4
S. LINE OF SEC. 23
N. LINE OF THE SE1/4
OF THE SW1/4 SEC. 23 NE. COR. OF THE SE1/4OF THE SW1/4, SEC. 23E. LINE OF THE NW1/4 OF THE SW1/4W. LINE OF THE NE1/4 OF THE SW1/4SE COR. OF THE SW1/4,
SEC. 23, TWP. 116, RGE. 23
(NO MONUMENT FOUND)
WETL
A
N
D
#
6
WETLAND #3
WETL
A
N
D
#
4
WETLAND #10
N44°50'09"E{
}30.58
HILLSIDE
OAKS
EXCEPTION
TRACT 1
MNDOT WETLAND M09
MNDOT WETLAND M10
C.S.A.H. NO. 18 LYMAN BOULEVARD
POWERS BOULEVARDU.S. TRUNK HIGHWAY NO. 212BLUFF CREEK BLVD.MILLS DRIVE
RIVER ROC
K
D
R
I
V
E
S
.RIVER ROCK DRIVE N.SUNSETTRAIL C.S.A.H.NO. 17ONLY
30' BUILDING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK
30' BUILDING SETBACK 30' BUILDING SETBACK20' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK20' PARKING SETBACK
10' PARKING SETBACK
BLUFF CREEK BLVD.
AVIENDA PKWYSUNSET TRAILOUTLOT B
OUTLOT F
OUTLOT C
OUTLOT D
OUTLOT E
OUTLOT A
5
5
5
5
5
BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY
BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY
R.O.W.
F-F
R.O.W.
F-F
R.O.W.
F-F80'
36'
84'
44'
80'
36'
10' DRAINAGE & UTILITY EASEMENT
10' DRAINAGE & UTILITY EASEMENT
10' DRAINAGE &
UTILITY EASEMENT
10' DRAINAGE & UTILITY EASEMENT
ONLY
10' DRAINAGE & UTILITY EASEMENT
10' DRAINAGE & UTILITY EASEMENT
20' PARKING SETBACK
30' BUILDING SETBACK
7
7
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 5 FT.
REAR = 5 FT.
RESIDENTIAL = 30 FT.
PUD EXTERIOR = 30 FT.
BLUFF CREEK = 40 FT.
PARKING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 10 FT.
REAR = 10 FT.
SIDE = 10 FT.
RESIDENTIAL = 20 FT.
LOT COVERAGE INFORMATION IS AS FOLLOWS:
LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE
LOT WIDTH MINIMUM = 100 FT.
TOTAL SITE AREA = 5,221,537 S.F. = 119.87 ACRES
(11.63 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 506,853
320,765
186,088
S.F.
S.F.
S.F.
(119.87 Ac)
IMPERVIOUS
PROPOSED (R.O.W.):
TOTAL
PERVIOUS
EXISTING:
5,221,537
166,519
5,055,018
S.F.
S.F.
S.F.
100.0%
63.3%
36.7%
100.0%
3.1%
96.9%
OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY.
THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES
BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER.
DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.
DEVELOPMENT IDENTIFICATION SIGNS
ALL AREAS OUTSIDE PROPOSED RIGHT-OF-WAY ARE SCHEMATIC AND SUBJECT TO CHANGE.
BUFFER MARKERS TO BE INSTALLED IN ACCORDANCE WITH RPBCWD RULES
2.
3.
4.
5.
6.
GREEN SPACE (LANDSCAPE AREA)
GENERAL NOTES
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
(119.87 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 5,221,537
320,765
4,900,772
S.F.
S.F.
S.F.
PROPOSED (TOTAL):
100.0%
6.1%
93.9%
5.
LEGEND
7.
C201SCD001.DWG
OVERALL
SITE PLANC2.1
NORTH
0 150 300
SUNSET TRAIL TYPICAL SECTION
ȭ SUNSET
TRAIL
15'
THRU LANE
15'
THRU LANE
8.5'
BLVD.
10'
BIT. TRAIL
84'
2.5 %2.5 %2.0 %
ȭ AVIENDA
PARKWAY
12'
THRU LANE
10.5'
BLVD.
10'
BIT. TRAIL
12'
THRU LANE
14.5'
BLVD.
6'
CONC.
TRAIL
80'
2.5 %2.0 %2.0 %2.5 %
AVIENDA PARKWAY TYPICAL SECTION
B618 CURB (TYP)
19.5'
1'1'1'12'
TURN LANE
14'
TURN LANE
R.O.W.
10'
DRAINAGE &
UTILITY
EASEMENT
10'
DRAINAGE &
UTILITY
EASEMENT
10'
DRAINAGE &
UTILITY
EASEMENT
10'
DRAINAGE &
UTILITY
EASEMENT
R.O.W.R.O.W.R.O.W.
5.0 % TYP 5.0 % TYP5.0 % TYP 5.0 % TYP2.0 - 5.0 %2.0 - 5.0 %2.0 - 5.0 %2.0 - 5.0 %
B618 CURB (TYP)
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
C202SCD001.DWG
TYPICAL STREET
SECTIONSC2.2
XXXXXXXXXXIIIIIIIIIIII>IXXXX X X X X X X X X X X X X X X X X X X X X X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
B-3
B-2B-1
B-4 B-5
B-6
B-7
B-8
B-9
B-10
B-12B-11
B-13
B-14 B-15
B-16
B-17
B-18
B-19
B-20
B-21B-22
B-23B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31 B-32
WETLAND#6
WETLAND #3
WETLAND#4
WETLAND #10
MNDOT WETLAND M10
OCS #T41
OCS #T45
MH #T44 MH #T43>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>
>>>>>>>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>CENTER NORTH TEMP BASIN
BOT. ELEV = 909.4
SOUTH CENTER TEMP BASINBOT.ELEV =891.0
>
>
>
>
>
>
>
>
>
>
>30.2%22.2%25.0%4.5%4.1%
C3.1D
C3.1A
WA
C3.1B
C3.1C
WA
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
C301SCD001.DWG
PHASE 1 MASS GRADING,
DRAINAGE, & EROSION CONTROLC3.1
NORTH
0 150 300
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.
REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL
INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.
REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE.
REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION
MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.
AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL
CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.
PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO
OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.
COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)
EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH
EXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALL
PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY
(ASTM D1557).
AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE
SMALL SCALED AND TRACKED.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE
TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF
TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.
12.
13.
14.
15.
16.
17.
18.
19.
20.
INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF
CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND
DISPOSE OF OFF SITE.
LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF
EXPOSURE OF DISTURBED AREAS.
MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS
AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.
REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS.
EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND
AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.
CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE
IS COMPLETELY STABILIZED.
ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE
SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.
TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.
ITEM SPECIFICATION NUMBER
SOD MNDOT 3878
SEED MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL
MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF
MN TYPE 33-261 @ 35 LB/AC - PERMANENT BUFFER SEED
MULCH MNDOT 3882
(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)
FERTILIZER MNDOT 3881
GENERAL PLACEMENT MNDOT 2575
SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.
SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GRADING NOTES
GENERAL NOTES
LEGEND
:INLET PROTECTION
:SILT FENCE
:VEHICLE TRACKING PAD
ESTIMATED QUANTITY
134 EACH
2 EACH
18,000 FEET
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
WA :CONCRETE WASHOUT
:EROSION CONTROL BLANKET
TEMPORARY BASIN CALCULATIONS
BASIN DRAINAGE
AREA (Ac)
REQUIRED
VOLUME (CF)
PROVIDED VOLUME
(CF)
BOTTOM
ELEVATION
HIGH WATER
LEVEL
East 5.11 18,225 61,944 898 900.71
Avienda Pkwy - SE 1.85 10,839 14,099 905.93 906.80
East Central 10.63 37,901 150,869 905 905.81
Central South 7.96 28,373 34,140 907.5 909.20
Central North 9.62 34,278 106,105 909.4 910.76
Avienda Pkwy - NE 2.28 13,833 158,731 907.58 908.46
North Central 4.10 14,613 18,234 910 912.54
North West 1.67 5,998 66,785 886 886.71
West North 4.35 15,519 34,622 916 917.47
Avienda Pkwy - NW 4.778 27,378 258,913 912.53 913.59
West South 2.33 8,312 8,815 921 922.90
Bluff Creek - West 3.79 15,883 20,856 908.43 910
Triangle 1.49 4,775 40,395 900 900.62
South Center 11.11 41,640 51,468 889 893.75
South West 11.60 41,357 141,277 896.83 898.00
Bluff Creek - East 5.179 35,920 177,492 900.18 900.92
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
:DRAINAGE SWALE
NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE
TOPSOIL TO THE GREATEST EXTENT POSSIBLE.
ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT
MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.
FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER
BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL
HAS BEEN REMOVED.
CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,
LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF
CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS
DETERMINED BY THE DISTRICT.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.
21.
22.
23.
24.
25.
26.
ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS
TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS
ELSEWHERE.
SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF
CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES (8
INCHES FOR SINGLE-FAMILY HOME PROPERTIES) WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER
EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION.
THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION
AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE
SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST
PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE
WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.
ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES
(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
27.
28.
29.
30.
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
>I>>>>>>>>>>>>>>>>B-2B-1
B-4 B-5
B-6B-13
B-14
B-31
WETLAND#6
CB #454
CB #344
CB #332
MH #331
MH #313
MH #312
MH #311
FES #310
FES #305
FES #306
CB #351
CB #352
CB #353
CB #362 CB #363
CB #364 CB #365
CB #361
CB #333
CB #342
CB #334
CB #341
CB #343
CB #314 >>>>>>>>>>>>>>>>>>>>>>>>>
>>
CENTER NORTH TEMP BASIN
BOT. ELEV = 909.422.2%25.0%4.5%VEHICLETRACKINGPAD
PLUG INVERT UNTIL
PUBLIC INFILTRATION
BASIN IS CONSTRUCTED
WA
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 60 120
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.
REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL
INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.
REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE.
REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION
MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.
AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL
CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.
PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO
OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.
COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)
EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH
EXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALL
PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY
(ASTM D1557).
AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE
SMALL SCALED AND TRACKED.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE
TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF
TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.
12.
13.
14.
15.
16.
17.
18.
19.
20.
INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF
CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND
DISPOSE OF OFF SITE.
LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF
EXPOSURE OF DISTURBED AREAS.
MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS
AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.
REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS.
EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND
AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.
CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE
IS COMPLETELY STABILIZED.
ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE
SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.
TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.
ITEM SPECIFICATION NUMBER
SOD MNDOT 3878
SEED MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL
MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF
MN TYPE 33-261 @ 35 LB/AC - PERMANENT BUFFER SEED
MULCH MNDOT 3882
(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)
FERTILIZER MNDOT 3881
GENERAL PLACEMENT MNDOT 2575
SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.
SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GRADING NOTES
GENERAL NOTES
LEGEND
:INLET PROTECTION
:SILT FENCE
:VEHICLE TRACKING PAD
ESTIMATED QUANTITY
134 EACH
2 EACH
18,000 FEET
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
WA :CONCRETE WASHOUT
:EROSION CONTROL BLANKET
TEMPORARY BASIN CALCULATIONS
BASIN DRAINAGE
AREA (Ac)
REQUIRED
VOLUME (CF)
PROVIDED VOLUME
(CF)
BOTTOM
ELEVATION
HIGH WATER
LEVEL
East 5.11 18,225 61,944 898 900.71
Avienda Pkwy - SE 1.85 10,839 14,099 905.93 906.80
East Central 10.63 37,901 150,869 905 905.81
Central South 7.96 28,373 34,140 907.5 909.20
Central North 9.62 34,278 106,105 909.4 910.76
Avienda Pkwy - NE 2.28 13,833 158,731 907.58 908.46
North Central 4.10 14,613 18,234 910 912.54
North West 1.67 5,998 66,785 886 886.71
West North 4.35 15,519 34,622 916 917.47
Avienda Pkwy - NW 4.778 27,378 258,913 912.53 913.59
West South 2.33 8,312 8,815 921 922.90
Bluff Creek - West 3.79 15,883 20,856 908.43 910
Triangle 1.49 4,775 40,395 900 900.62
South Center 11.11 41,640 51,468 889 893.75
South West 11.60 41,357 141,277 896.83 898.00
Bluff Creek - East 5.179 35,920 177,492 900.18 900.92
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
:DRAINAGE SWALE
NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE
TOPSOIL TO THE GREATEST EXTENT POSSIBLE.
ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT
MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.
FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER
BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL
HAS BEEN REMOVED.
CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,
LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF
CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS
DETERMINED BY THE DISTRICT.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.
21.
22.
23.
24.
25.
26.
ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS
TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS
ELSEWHERE.
SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF
CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES (8
INCHES FOR SINGLE-FAMILY HOME PROPERTIES) WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER
EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION.
THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION
AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE
SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST
PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE
WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.
ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES
(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
27.
28.
29.
30.
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
C301ASCD001.DWG
NW PHASE 1 MASS GRADING,
DRAINAGE, & EROSION CONTROLC3.1A
IIIIIIII>>>>>>>>>>>>>>>>
>>
B-3
B-6
B-7
B-15
B-16
B-17
B-32
MH
#417
CB #443
CB #446
CB #442
CB #447
CB #455
CB #454
CB #452
OCS #400
CB #437
CB #438CB #423
CB #424
CB #444
CB #445
CDS #441
CDS #435
OCS #T41
OCS #T45
MH #T44
MH #418
CDS #421
CB #422
MH #416
CB #436
MH #T43
FES #440
FES #434
>>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>>>>>>>>>CENTER NORTH TEMP BASIN
BOT. ELEV = 909.4 30.2%4.1%PLUG INVERT UNTIL
PUBLIC INFILTRATION
BASIN IS CONSTRUCTED
PLUG INVERT UNTIL
PUBLIC INFILTRATION
BASIN IS CONSTRUCTED
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 60 120
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.
REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL
INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.
REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE.
REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION
MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.
AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL
CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.
PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO
OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.
COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)
EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH
EXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALL
PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY
(ASTM D1557).
AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE
SMALL SCALED AND TRACKED.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE
TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF
TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.
12.
13.
14.
15.
16.
17.
18.
19.
20.
INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF
CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND
DISPOSE OF OFF SITE.
LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF
EXPOSURE OF DISTURBED AREAS.
MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS
AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.
REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS.
EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND
AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.
CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE
IS COMPLETELY STABILIZED.
ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE
SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.
TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.
ITEM SPECIFICATION NUMBER
SOD MNDOT 3878
SEED MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL
MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF
MN TYPE 33-261 @ 35 LB/AC - PERMANENT BUFFER SEED
MULCH MNDOT 3882
(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)
FERTILIZER MNDOT 3881
GENERAL PLACEMENT MNDOT 2575
SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.
SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GRADING NOTES
GENERAL NOTES
LEGEND
:INLET PROTECTION
:SILT FENCE
:VEHICLE TRACKING PAD
ESTIMATED QUANTITY
134 EACH
2 EACH
18,000 FEET
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
WA :CONCRETE WASHOUT
:EROSION CONTROL BLANKET
TEMPORARY BASIN CALCULATIONS
BASIN DRAINAGE
AREA (Ac)
REQUIRED
VOLUME (CF)
PROVIDED VOLUME
(CF)
BOTTOM
ELEVATION
HIGH WATER
LEVEL
East 5.11 18,225 61,944 898 900.71
Avienda Pkwy - SE 1.85 10,839 14,099 905.93 906.80
East Central 10.63 37,901 150,869 905 905.81
Central South 7.96 28,373 34,140 907.5 909.20
Central North 9.62 34,278 106,105 909.4 910.76
Avienda Pkwy - NE 2.28 13,833 158,731 907.58 908.46
North Central 4.10 14,613 18,234 910 912.54
North West 1.67 5,998 66,785 886 886.71
West North 4.35 15,519 34,622 916 917.47
Avienda Pkwy - NW 4.778 27,378 258,913 912.53 913.59
West South 2.33 8,312 8,815 921 922.90
Bluff Creek - West 3.79 15,883 20,856 908.43 910
Triangle 1.49 4,775 40,395 900 900.62
South Center 11.11 41,640 51,468 889 893.75
South West 11.60 41,357 141,277 896.83 898.00
Bluff Creek - East 5.179 35,920 177,492 900.18 900.92
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
:DRAINAGE SWALE
NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE
TOPSOIL TO THE GREATEST EXTENT POSSIBLE.
ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT
MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.
FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER
BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL
HAS BEEN REMOVED.
CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,
LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF
CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS
DETERMINED BY THE DISTRICT.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.
21.
22.
23.
24.
25.
26.
ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS
TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS
ELSEWHERE.
SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF
CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES (8
INCHES FOR SINGLE-FAMILY HOME PROPERTIES) WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER
EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION.
THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION
AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE
SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST
PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE
WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.
ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES
(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
27.
28.
29.
30.
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
C301ASCD001.DWG
NE PHASE 1 MASS GRADING,
DRAINAGE, & EROSION CONTROLC3.1B
XXXXXXXXXXIIIIIX X X X X X X X X X X X X X X X X X X>>B-7
B-10
B-12
B-18
B-19
B-20
B-21B-22
B-23
B-28
B-29
CB #223
CB #233
CB #236
CB #234CB #235
CB #222CB #217
CB #221
MH #414
MH #413
MH #412
MH #411
FES #410
CB #432
CB #433
CDS #431
MH #202
MH #203
MH #204
MH #205
CB #214
CB #218
CB #213
CB #224
MH
#415
CDS #231
CB #232
CB #212
MH #416
FES #230
FES #430
>>>
>>>>>>>>BASIN
VECHICLETRACKINGPAD
PLUG INVERT UNTIL
PUBLIC INFILTRATION
BASIN IS CONSTRUCTED
PLUG INVERT UNTIL
PUBLIC INFILTRATION
BASIN IS CONSTRUCTED
WA
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 60 120
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.
REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL
INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.
REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE.
REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION
MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.
AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL
CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.
PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO
OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.
COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)
EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH
EXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALL
PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY
(ASTM D1557).
AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE
SMALL SCALED AND TRACKED.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE
TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF
TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.
12.
13.
14.
15.
16.
17.
18.
19.
20.
INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF
CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND
DISPOSE OF OFF SITE.
LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF
EXPOSURE OF DISTURBED AREAS.
MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS
AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.
REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS.
EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND
AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.
CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE
IS COMPLETELY STABILIZED.
ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE
SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.
TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.
ITEM SPECIFICATION NUMBER
SOD MNDOT 3878
SEED MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL
MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF
MN TYPE 33-261 @ 35 LB/AC - PERMANENT BUFFER SEED
MULCH MNDOT 3882
(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)
FERTILIZER MNDOT 3881
GENERAL PLACEMENT MNDOT 2575
SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.
SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GRADING NOTES
GENERAL NOTES
LEGEND
:INLET PROTECTION
:SILT FENCE
:VEHICLE TRACKING PAD
ESTIMATED QUANTITY
134 EACH
2 EACH
18,000 FEET
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
WA :CONCRETE WASHOUT
:EROSION CONTROL BLANKET
TEMPORARY BASIN CALCULATIONS
BASIN DRAINAGE
AREA (Ac)
REQUIRED
VOLUME (CF)
PROVIDED VOLUME
(CF)
BOTTOM
ELEVATION
HIGH WATER
LEVEL
East 5.11 18,225 61,944 898 900.71
Avienda Pkwy - SE 1.85 10,839 14,099 905.93 906.80
East Central 10.63 37,901 150,869 905 905.81
Central South 7.96 28,373 34,140 907.5 909.20
Central North 9.62 34,278 106,105 909.4 910.76
Avienda Pkwy - NE 2.28 13,833 158,731 907.58 908.46
North Central 4.10 14,613 18,234 910 912.54
North West 1.67 5,998 66,785 886 886.71
West North 4.35 15,519 34,622 916 917.47
Avienda Pkwy - NW 4.778 27,378 258,913 912.53 913.59
West South 2.33 8,312 8,815 921 922.90
Bluff Creek - West 3.79 15,883 20,856 908.43 910
Triangle 1.49 4,775 40,395 900 900.62
South Center 11.11 41,640 51,468 889 893.75
South West 11.60 41,357 141,277 896.83 898.00
Bluff Creek - East 5.179 35,920 177,492 900.18 900.92
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
:DRAINAGE SWALE
NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE
TOPSOIL TO THE GREATEST EXTENT POSSIBLE.
ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT
MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.
FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER
BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL
HAS BEEN REMOVED.
CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,
LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF
CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS
DETERMINED BY THE DISTRICT.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.
21.
22.
23.
24.
25.
26.
ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS
TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS
ELSEWHERE.
SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF
CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES (8
INCHES FOR SINGLE-FAMILY HOME PROPERTIES) WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER
EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION.
THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION
AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE
SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST
PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE
WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.
ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES
(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
27.
28.
29.
30.
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
C301ASCD001.DWG
SE PHASE 1 MASS GRADING,
DRAINAGE, & EROSION CONTROLC3.1C
XX X X X X
B-8
B-9
B-11
B-17
B
B-24
B-25
B-26
B-27
B-30
WETLAND #3
WETLAND#4
CB #122
CDS #121
CB #132
CB #143
CB #131
CB #123CB #151
CB #133
CB #144
MH #141
CB #153
CB #134
FES #120
MH #111
MH #113
MH #142
CB #152
CB #214
MH #201
CB #218
CB #215
CB #216
MH #601
MH #602
MH #112
FES #100FES #110
FES #101
MH #T17
MH #T16
MH #T18 >>>>>>
>>SOUTH CENTER TEMP BASINBOT.ELEV =891.0
>
>
>
>
>
>
>
>
>
>
>
PLUG INVERT UNTIL
PUBLIC INFILTRATION
BASIN IS CONSTRUCTED
TEMPORARY WEIR
STRUCTURE
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK OVERLAY
DISTRICT PRIMARY
BOUNDARY
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 60 120
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING GRADING.
REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC, DATED APRIL 12, 2017, FOR ADDITIONAL
INFORMATION ON BACKFILL MATERIAL AND GROUNDWATER CONDITIONS.
REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE.
REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF STABLE FOUNDATION
MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE.
AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND UNSUITABLE SOILS, SOIL
CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS TO THE OWNER.
PLACE AND COMPACT FILL USING LIFT THICKNESSES MATCHED TO SOIL TYPE AND COMPACTION EQUIPMENT TO
OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIFT.
COMPACT COHESIVE SOILS IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM D698)
EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH
EXCEEDS 10 FEET. THE SOILS SHALL BE WITHIN 3% OF OPTIMUM MOISTURE CONTENT. IN GRANULAR SOILS ALL
PORTIONS OF THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY
(ASTM D1557).
AVOID SOIL COMPACTION OF INFILTRATION PRACTICES. ANY EQUIPMENT USED IN INFILTRATION AREAS SHOULD BE
SMALL SCALED AND TRACKED.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE
TRAIL AND SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF
TOPOSOIL. REFER TO RPBCWD STANDARD EROSION CONTROL NOTES FOR ADDITIONAL REQUIREMENTS.
12.
13.
14.
15.
16.
17.
18.
19.
20.
INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF
CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED AND
DISPOSE OF OFF SITE.
LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF
EXPOSURE OF DISTURBED AREAS.
MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS
AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER.
REFER TO SWPPP NOTES ON SHEET C3.2 FOR ADDITIONAL REQUIREMENTS.
EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND
AFTER AREAS CONTRIBUTING RUNOFF ARE PERMANENTLY STABILIZED.
CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM ENTERING THE INFILTRATION SYSTEM UNTIL THE SITE
IS COMPLETELY STABILIZED.
ALL EXPOSED SOILS AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE
SITE WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED.
TEMPORARY SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED.
ITEM SPECIFICATION NUMBER
SOD MNDOT 3878
SEED MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - TEMPORARY EROSION CONTROL
MN TYPE 25-151 @ 120 LB/AC - PERMANENT TURF
MN TYPE 33-261 @ 35 LB/AC - PERMANENT BUFFER SEED
MULCH MNDOT 3882
(MNDOT TYPE 1 @ 2 TON/AC, DISC ANCHORED)
FERTILIZER MNDOT 3881
GENERAL PLACEMENT MNDOT 2575
SEE LANDSCAPE SHEETS FOR PERMANENT TURF AND LANDSCAPE ESTABLISHMENT.
SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GRADING NOTES
GENERAL NOTES
LEGEND
:INLET PROTECTION
:SILT FENCE
:VEHICLE TRACKING PAD
ESTIMATED QUANTITY
134 EACH
2 EACH
18,000 FEET
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
WA :CONCRETE WASHOUT
:EROSION CONTROL BLANKET
TEMPORARY BASIN CALCULATIONS
BASIN DRAINAGE
AREA (Ac)
REQUIRED
VOLUME (CF)
PROVIDED VOLUME
(CF)
BOTTOM
ELEVATION
HIGH WATER
LEVEL
East 5.11 18,225 61,944 898 900.71
Avienda Pkwy - SE 1.85 10,839 14,099 905.93 906.80
East Central 10.63 37,901 150,869 905 905.81
Central South 7.96 28,373 34,140 907.5 909.20
Central North 9.62 34,278 106,105 909.4 910.76
Avienda Pkwy - NE 2.28 13,833 158,731 907.58 908.46
North Central 4.10 14,613 18,234 910 912.54
North West 1.67 5,998 66,785 886 886.71
West North 4.35 15,519 34,622 916 917.47
Avienda Pkwy - NW 4.778 27,378 258,913 912.53 913.59
West South 2.33 8,312 8,815 921 922.90
Bluff Creek - West 3.79 15,883 20,856 908.43 910
Triangle 1.49 4,775 40,395 900 900.62
South Center 11.11 41,640 51,468 889 893.75
South West 11.60 41,357 141,277 896.83 898.00
Bluff Creek - East 5.179 35,920 177,492 900.18 900.92
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
:DRAINAGE SWALE
NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE
TOPSOIL TO THE GREATEST EXTENT POSSIBLE.
ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT
MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.
FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER
BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL
HAS BEEN REMOVED.
CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,
LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF
CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS
DETERMINED BY THE DISTRICT.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.
21.
22.
23.
24.
25.
26.
ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS
TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS
ELSEWHERE.
SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF
CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES (8
INCHES FOR SINGLE-FAMILY HOME PROPERTIES) WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER
EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION.
THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION
AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE
SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST
PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE
WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.
ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES
(E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.
27.
28.
29.
30.
RPBCWD STANDARD EROSION CONTROL NOTES (CONT.)
C301ASCD001.DWG
SW PHASE 1 MASS GRADING,
DRAINAGE, & EROSION CONTROLC3.1D
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES
EROSION PREVENTION AND SEDIMENT CONTROL
SITE EVALUATION/ASSESSMENT/PLANNING
OWNER/OPERATOR MUST DEVELOP POLLUTION PREVENTION MANAGEMENT MEASURES, IMPLEMENT GOOD
HOUSEKEEPING BMPS, MUST FOLLOW ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES,
OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AND THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS OF
THE CONSTRUCTION CONTRACT.
THE OPERATOR SHALL MINIMIZE THE EXPOSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIAL, OR
WASTES STORED ON SITE.
BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER.
CHEMICALS AND LANDSCAPE MATERIALS SHALL BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTS.
OPERATOR TO TRACK PROGRESS OF THE FOLLOWING ITEMS ON SITE MAPS:
x PORTABLE TOILETS
x MATERIAL STORAGE AREAS
x VEHICLE AND EQUIPMENT FUELING AND MAINTENANCE AREAS
x CONCRETE WASHOUTS
x PAINT AND STUCCO WASHOUTS
x DUMPSTERS OR OTHER TRASH AND DEBRIS CONTAINERS
x SPILL KITS
x STOCKPILES
x ANY OTHER NON-STRUCTURAL NON-STORM WATER MANAGEMENT BMPS
x ANY TEMPORARILY REMOVED STRUCTURAL BMPS
x ANY CHANGES TO THE STRUCTURAL BMPS
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.
HAZARDOUS WASTE: 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
OR MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS
APPLICABLE.
PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.
CONCRETE AND OTHER WASHOUT WASTE: OPERATOR MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID
AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS. THE LIQUID AND SOLID WASTES MUST NOT CONTACT
THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE
WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN
COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT
REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER
WASHOUT WASTES.
EXTERNAL VEHICLE WASHING: EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE
LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO
ENGINE DEGREASING IS ALLOWED ON SITE.
INSPECTIONS AND MAINTENANCE
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SEE GRADING, DRAINAGE, PAVING AND EROSION CONTROL SHEETS FOR THE LOCATION AND TYPE OF TEMPORARY
EROSION PREVENTION AND SEDIMENT CONTROL BMPS. SEE GRADING AND DRAINAGE, UTILITY, AND LANDSCAPE
SHEETS FOR THE LOCATION AND TYPE OF PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS.
MINIMIZE DISTURBED AREAS AND PROTECT NATURAL FEATURES AND SOIL
APPROPRIATE CONSTRUCTION PRACTICES (E.G. CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,
HORIZONTAL SLOPE GRADING) SHALL BE USED TO MINIMIZE EROSION. AREAS NOT TO BE DISTURBED WILL BE
DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE ETC.) BEFORE WORK BEGINS.
OPERATOR SHALL DEVELOP METHODS TO MINIMIZE SOIL COMPACTION OUTSIDE OF BUILDING PADS, PAVEMENT
AREAS AND UTILIITY TRENCHES AND SHALL USE TRACKED EQUIPMENT WHEREVER PRACTICABLE.
TOPSOIL SHALL BE SALVAGED AND REUSED TO THE EXTENT PRACTICABLE.
PHASE CONSTRUCTION ACTIVITY
SEDIMENT CONTROL PRACTICES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP
GRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL
STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH THE PERMIT.
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 SHALL BE INSTALLED
IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED
BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.
CONTROL STORM WATER FLOWING ONTO AND THROUGH THE PROJECT
THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS
WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, SHALL BE
STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY
SURFACE WATER.
STABILIZATION OF THE LAST 200 LINEAL FEET SHALL BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A
SURFACE WATER.
STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES SHALL BE
COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF
THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED.
TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM
(WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED.
THESE AREAS SHALL BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT
CONTAINMENT SYSTEM.
STABILIZE SOILS
ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES) MUST BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION.
TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE
STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS
OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT FROM THIS REQUIREMENT.
TEMPORARY SOIL STOCKPILES SHALL HAVE SILT FENCE 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 UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER.
THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF, AND FLOWS TO, IMPAIRED WATERS. ALL EXPOSED SOIL
AREAS SHALL BE STABILIZED IMMEDIATELY TO LIMIT SOIL EROSION IN THAT PORTION OF THE SITE WHERE WORK HAS
TEMPORARILY OR PERMANENTLY CEASED.
PROTECT SLOPES
OPERATOR SHALL AVOID WORK ON SLOPES WITH A GRADE OF 3:1 OR GREATER WHEN PRACTICABLE. GRADING ON
SLOPES WITH A GRADE OF 3:1 OR STEEPER WILL REQUIRE TECHNIQUES SUCH AS PHASING AND STABILIZATION
PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).
PROTECT STORM DRAIN INLETS
ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL
SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE
TEMPORARILY REMOVED IF A SPECIFIC SAFETY CONCERN HAS BEEN IDENTIFIED.
ESTABLISH PERIMETER CONTROLS AND SEDIMENT BARRIERS
RETAIN SEDIMENT ON-SITE AND CONTROL DEWATERING PRACTICES
DEWATERING OR BASIN DRAINING OF TURBID OR SEDIMENT LADEN WATER RELATED TO CONSTRUCTION ACTIVITIES
SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN OR TREATED WITH THE
APPROPRIATE BMP PRIOR TO ENTERING THE SURFACE WATER.
DISCHARGE SHALL NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS, ADVERSELY AFFECT
RECEIVING WATER OR IMPACT WETLANDS, OR DOWNSTREAM PROPERTIES. DISCHARGE POINTS SHALL BE
ADEQUATELY PROTECTED FROM EROSION AND SCOUR BY ACCEPTED ENERGY DISSIPATION MEASURES.
DISCHARGE WATER CONTAINING OIL OR GREASE SHALL BE TREATED TO REMOVE OIL OR GREASE PRIOR TO
DISCHARGE TO SURFACE WATERS.
REFER TO PERMIT REQUIREMENTS FOR TEMPORARY OR PERMANENT SEDIMENT BASINS.
ESTABLISH STABILIZED CONSTRUCTION EXITS
VEHICLE TRACKING PADS SHALL BE ESTABLISHED AS SHOWN ON THE GRADING, DRAINAGE, PAVING AND EROSION
CONTROL SHEET TO MINIMIZE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE ONTO ADJACENT STREETS.
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REFER TO RPBCWD STANDARD EROSION CONTROL NOTES ON GRADING SHEET FOR INSPECTION AND MAINTENANCE
INTERVALS AND REQUIREMENTS. REFER TO THE NPDES PERMIT FOR INSPECTION AND MAINTENANCE
REQUIREMENTS.
INSPECTIONS SHALL INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, AND
INFILTRATION AREAS.
BMP MAINTENANCE:
x FOLLOW THE DESIGNER'S OR MANUFACTURER'S RECOMMENDED MAINTENANCE PROCEDURES FOR ALL
BMPS.
x REMOVE SEDIMENT FROM BMPS WHEN THE DEPTH OF SEDIMENT HAS REACHED 1/2 THE HEIGHT OF THE BMP
AND PROPERLY DISPOSE OF SEDIMENT INTO CONTROLLED AREAS TO PREVENT SOIL FROM RETURNING TO
THE BMP DURING SUBSEQUENT RAIN EVENTS.
x REMOVE SEDIMENT FROM PAVED ROADWAYS AND FROM AROUND BMPS PROTECTING STORM DRAIN INLETS.
x ENSURE THAT CONSTRUCTION SUPPORT ACTIVITIES, INCLUDING BORROW AREAS, WASTE AREAS,
CONTRACTOR WORK AREAS, AND MATERIAL STORAGE AREAS AND DEDICATED CONCRETE AND ASPHALT
BATCH PLANTS ARE CLEANED AND MAINTAINED.
x REPLACE DAMAGED BMPS THAT NO LONGER OPERATE EFFECTIVELY.
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RECORDKEEPING/RECORD RETENTION
THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS
SHALL BE KEPT AT THE SITE DURING CONSTRUCTION BY THE OWNER/OPERATOR WHO HAS OPERATIONAL CONTROL
OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE
DURING NORMAL WORKING HOURS.
ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3)
YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT). THIS DOES NOT INCLUDE ANY RECORDS AFTER
SUBMITTAL OF THE NOT.
THE FOLLOWING IS A LIST OF RECORDS THAT SHALL BE KEPT AT THE PROJECT SITE AVAILABLE FOR INSPECTORS TO
REVIEW:
x COPY OF THE SWPPP, WITH ANY MODIFICATIONS
x INSPECTION AND MAINTENANCE RECORDS
x PERMANENT OPERATION AND MAINTENANCE AGREEMENTS
x CALCULATIONS FOR THE DESIGN OF TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS
x ANY OTHER PERMITS REQUIRED FOR THE PROJECT
x RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION
x ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING
ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL
MAINTENANCE; AND
x ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORM WATER
MANAGEMENT SYSTEMS.
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LOG OF CHANGES TO THE SWPPP/AMENDMENTS
THE OWNER/OPERATOR(S) MUST AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS
AS DETAILED IN THE PERMIT.
1.
FINAL STABILIZATION
THE OWNER/OPERATOR(S) MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION AS DEFINED IN
THE PERMIT.
1.
POST CONSTRUCTION BMPS
SEE GRADING AND DRAINAGE, UTILITY, AND LANDSCAPE SHEETS FOR POST CONSTRUCTION BMPS.1.
TERMINATION OF COVERAGE
OWNER/OPERATOR(S) WISHING TO TERMINATE COVERAGE UNDER THIS PERMIT MUST SUBMIT A NOTICE OF
TERMINATION (NOT) TO THE MPCA. COMPLIANCE WITH THIS PERMIT IS REQUIRED UNTIL A NOT IS SUBMITTED. REFER
TO THE PERMIT FOR DETAILS.
1.
CONTACT INFORMATION/RESPONSIBLE PARTIES
THE OPERATOR SHALL HAVE PRIMARY RESPONSIBILITY AND SIGNIFICANT AUTHORITY FOR THE DEVELOPMENT,
IMPLEMENTATION, MAINTENANCE, INSPECTION AND AMENDMENTS TO THE APPROVED SWPPP. DUTIES INCLUDE BUT
ARE NOT LIMITED TO:
x ENSURING FULL COMPLIANCE WITH THE SWPPP AND THE PERMIT
x IMPLEMENTING ALL ELEMENTS OF THE SWPPP, INCLUDING BUT NOT LIMITED TO:
xx IMPLEMENTING PROMPT AND EFFECTIVE EROSION AND SEDIMENT CONTROL MEASURES
xx IMPLEMENTING ALL NON-STORM WATER MANAGEMENT, AND GOOD HOUSEKEEPING BMPS ENSURING
THAT NO MATERIALS OTHER THAN STORM WATER ARE DISCHARGED IN QUANTITIES, WHICH WILL HAVE
AN ADVERSE EFFECT ON RECEIVING WATERS OR STORM DRAIN SYSTEMS, ETC.
x CONDUCTING ROUTINE INSPECTIONS AND MAINTENANCE
x ENSURING ELIMINATION OF ALL UNAUTHORIZED DISCHARGES
x COORDINATING TO ASSURE ALL OF THE NECESSARY CORRECTIONS/REPAIRS ARE MADE IMMEDIATELY, AND
THAT THE PROJECT COMPLIES WITH THE SWPPP, THE PERMIT, AND APPROVED PLANS AT ALL TIMES.
1.
SWPPP CONTACT AND TRAINING INFORMATION
OWNER:
LEVEL 7 DEVELOPMENT, LLC
PRIVATE INFRASTRUCTURE
C/O LAUNCH PROPERTIES
800 LASALLE AVE, SUITE 1610
MINNEAPOLIS, MN 55402
612-564-4060
MARK NORDLAND
OPERATOR:
RACHEL CONTRACTING, INC.
4125 NAPIER CT NE.
ST. MICHAEL, MN 55376
763-424-1500
LONG TERM MAINTENANCE AND OPERATION:
PUBLIC INFRASTRUCTURE
CITY OF CHANHASSEN
DEPARTMENT OF PUBLIC WORKS
7901 PARK DRIVE
CHANHASSEN, MN 55317
952-227-1300
VANESSA STRONG
SWPPP DESIGNER:
STEVE SABRASKI, P.E.
LANDFORM PROFESSIONAL SERVICES
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
612-252-9070
SSABRASKI@LANDFORM.NET
CERTIFICATION: U OF MN, DESIGN OF CONSTRUCTION SWPPP, EXP. MAY 31, 2019
SWPPP INSPECTOR/MANAGER:
TO BE DETERMINED. CONTACT OWNER UNTIL CONTRACTOR AND SWPPP INSPECTOR/MANAGER IS SELECTED.
CERTIFICATION: , EXP.
BMP INSTALLATION AND REPAIR:
TO BE DETERMINED. CONTACT OPERATOR UNTIL BMP INSTALLER AND MAINTAINER IS SELECTED.
CERTIFICATION: , EXP.
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WATERS WITHIN ONE MILE OF SITE
SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY
INSTALL PERIMETER SEDIMENT CONTROL BMPS PRIOR TO START OF OTHER SITE WORK. REFER TO GRADING,
DRAINAGE, PAVING AND EROSION CONTROL SHEET(S) FOR INITIAL LOCATIONS OF BMPS.
CONSTRUCT TEMPORARY / PERMANENT SEDIMENTATION BASINS PRIOR TO UPLAND DISTURBANCE. INSTALL
PERIMETER SEDIMENT CONTROL BMPS AT TOE OF SLOPES.
PROTECT IN FILTRATION AREAS WITH CONSTRUCTION FENCING.
STABILIZE OUTLETS FROM TEMPORARY / PERMANENT SEDIMENTATION BASINS.
PERFORM WORK IN PHASES TO MINIMIZE DISTURBED AREA AT ANY ONE TIME.
STRIP TOPSOIL FROM AREAS TO BE DISTURBED AND STOCKPILE WITH PERIMETER SEDIMENT CONTROL BMPS.
PROVIDE IMMEDIATE STABILIZATION.
ROUGH GRADE SITE.
INSTALL UTILITIES.
INSTALL SMALL UTILITIES (GAS, ELECTRIC, COMMUNICATIONS).
FINAL GRADE ROADWAY AREAS AND COMPACT SUBGRADE.
LAY DOWN PAVEMENT AGGREGATE AND COMPACT.
INSTALL CURB AND GUTTER. BACKFILL AND STABILIZE EXPOSED SOIL.
PAVE ROADWAYS, TRAILS AND WALKS.
PROVIDE FINAL STABILIZATION.
REMOVE TEMPORARY BMPS.
CONNECT INFILTRATION PRACTICES TO STORM SEWER INLETS.
FUTURE WORK (INDIVIDUAL CONSTRUCTION) SHALL FOLLOW A SIMILAR SEQUENCE BUT INCLUDE BUILDING
CONSTRUCTION.
THE SWPPP WILL NEED TO BE REVISED FOR EACH PHASE TO INCLUDE SITE SPECIFIC ITEMS.
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DESCRIPTION OF CONSTRUCTION ACTIVITY
CONSTRUCTION ACTIVITY INCLUDES EROSION AND SEDIMENT CONTROL BMPS INSTALLATION, CLEARING AND
GRUBBING, SITE GRADING, UTILITY INSTALLATION, PAVING, AND LANDSCAPING.
FUTURE CONSTRUCTION ACTIVITY WILL INCLUDE EROSION AND SEDIMENT CONTROL BMPS INSTALLATION, UTILITY
INSTALLATION, PAVING, BUILDING CONSTRUCTION, AND LANDSCAPING ON INDIVIDUAL PARCELS.
1.
2.
STORMWATER POLLUTION MITIGATION MEASURES
REQUIRED MEASURES TO MEET THE FINAL ENVIRONMENTAL REVIEW DOCUMENT ARE:
x MEET THE REQUIREMENTS OF THE CITY OF CHANHASSEN SURFACE WATER MANAGEMENT PLAN.
x THESE REQUIREMENTS HAVE BEEN MET IN THE DESIGN OF THIS PROJECT.
REQUIRED MEASURES TO MEET THE ENDANGERED SPECIES REVIEW ARE:
x AVOID TREE REMOVAL DURING BREEDING SEASON OF NORTHERN LONG-EARED BAT.
REQUIRED MEASURES TO MEET THE ARCHEOLOGICAL REVIEW ARE:
x THERE WILL BE NO ADVERSE IMPACT ON KNOWN OR SUSPECTED CULTURAL RESOURCES AS A RESULT OF THIS
PROJECT.
x NO WORK IS ANTICIPATED NEAR ARCHEOLOGICAL SITES.
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IMPAIRED WATERS - REQUIRED TMDLS
HAZELTINE LAKE IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF
THIS SITE; AND STORMWATER DOES NOT DISCHARGE TO IT.
LAKE RILEY IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS
SITE; AND STORMWATER DOES NOT DIRECTLY DISCHARGE TO IT.
LAKE SUSAN IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS
SITE; AND STORMWATER DOES DISCHARGE TO IT.
TMDLS HAVE BEEN ESTABLISHED FOR THIS IMPAIRED WATER AS FOLLOWS:
x MERCURY IN FISH TISSUE
x THERE ARE NO SPECIAL CONSTRUCTION REQUIREMENTS FOR THIS IMPAIRMENT
TMDLS HAVE NOT BEEN ESTABLISHED FOR THIS IMPARIED WATER AS FOLLOWS:
x NUTRIENT / EUTROPHICATION BIOLOGICAL INDICATORS.
x THERE ARE NO SPECIAL CONSTRUCTION REQUIREMENTS FOR THIS IMPAIRMENT
BLUFF CREEK IS IMPAIRED BASED ON THE CURRENT USEPA 303(d) CLEAN WATER ACT LIST; IS WITHIN 1 MILE OF THIS
SITE; AND STORMWATER DOES DISCHARGE TO IT.
TMDLS HAVE BEEN ESTABLISHED FOR THIS IMPAIRED WATER AS FOLLOWS:
x FISHES BIOASSESSMENTS
x THERE ARE NO SPECIAL CONSTRUCTION REQUIRMENTS FOR THIS IMPAIRMENT
TMDLS HAVE BEEN ESTABLISHED FOR THIS IMPAIRED WATER AS FOLLOWS:
x TURBIDITY
x THERE ARE NO SPECIAL CONSTRUCTION REQUIRMENTS FOR THIS IMPAIRMENT
THIS SITE WILL MEET THESE TMDLS USING THE FOLLOWING METHODS:
x FOLLOW PERMIT REQUIREMENTS
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NPDES PERMIT AND SWPPP COMPONENTS
THE CURRENT MN NPDES PERMIT DATED AUGUST 1, 2013 IS REFERENCED IN THIS DOCUMENT AS THE PERMIT.
THE SWPPP INCLUDES THE FOLLOWING COMPONENTS:
x CONSTRUCTION DOCUMENTS PREPARED BY LANDFORM
x STORMWATER MANAGEMENT PLAN / NARRATIVE AND CALCULATIONS
x MAINTENANCE PLAN FOR PERMANENT STORMWATER BMPS
1.
2.
TEMPORARY SEDIMENTATION BASIN(S)
THIS PROJECT DOES HAVE MORE THAN 5 ACRES DRAINING TO COMMON LOCATIONS TOWARD IMPAIRED WATERS AND
THEREFORE TEMPORARY SEDIMENT BASINS ARE REQUIRED.
TEMPORARY SEDIMENT BASINS SHALL PROVIDE TREATMENT TO RUNOFF BEFORE IT LEAVES THE CONSTRUCTION
SITE OR ENTERS SURFACE WATERS. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
A. SEDIMENTATION BASINS MUST PROVIDE LIVE STORAGE OF RUNOFF RESULTING FROM THE 2-YR 24-HR
RAINFALL EVENT FROM EACH ACRE DRAINED TO THE BASIN WITH A MINIMUM OF 1,800 CF/ACRE LIVE STORAGE
VOLUME. (WHERE NO CALCULATION HAS BEEN PERFORMED, EACH BASIN SHALL PROVIDE AT LEAST 3,600
CF/ACRE OF LIVE STORAGE.) SEDIMENTATION BASINS MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW
TO PREVENT BASIN INTEGRITY FAILURE.
NOTE: TEMPORARY SEDIMENTATION BASINS, AS SHOWN ON THIS PLAN SET, HAVE BEEN SIZED TO MEET THE
2-YR, 24-HR RAINFALL EVENT SIZING. ANY CHANGES TO SITE DRAINAGE WILL RESULT IN TEMPORARY BASIN
SIZING AND LOCATION NEEDING TO BE REEXAMINED.
B. DISCHARGE FROM TEMPORARY SEDIMENTATION BASINS WILL BE WITHDRAWN FROM THE SURFACE IN ORDER
TO MINIMIZE THE DISCHARGE OF POLLUTANTS.
DISCHARGE FROM BASIN DRAINING SHALL NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM
PROPERTIES. CONTRACTOR WILL VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND
THAT NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE.
ANY DISCHARGE OBSERVED TO BE OCCURRING DURING THE INSPECTION SHALL BE RECORDED, DESCRIBED, AND
PHOTOGRAPHED.
1.
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4.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
C303SCD001.DWG
SWPPP
NOTESC3.3
1 MILE
SUNSETTRAILOUTLOT B
OUTLOT D
10+0011+0012+0013+0014+001 5 +0 0
1 6 +0 0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 2 7+0 0 2 8 +0 0 2 9 +0 0
3 0 +0 0
3 1 +0 0
3 2 +0 0
3 3 +0 0 3 4 +0 0 3 5 +0 0 3 6 +0 0 3 7 +0 0 3 8 +0 038+1 2
-1+75-1+000+001+002+003+004+005+006+007+008 +0 0
9 +0 0 1 0 +0 0 1 1 +0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+00
2
0
+
0
0
21+0022+0023+0024+0025+0026+0027+0028+0028+540+001+002+003+003+94FES:897.89
24"RCP
@0.6%
FES:897.11
FES:895.0360"RCP @0.6%
FES:896.27 RE:904.73I
E:SPOUTRE:905.28I
E:SPOUTC.S.A.H.NO.18
LYMAN BOULEVARD
POWERSBOULEVARDU.S.TRUNKHIGHWAYNO.212BLUFFCREEKBLVD.MILLS DRIVE
RE:937.71
IE:925.96
RE:915.15IE:884.05SUNSETTRAI
LC.NO15"RCPXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEIIIIIIIIIIIIUEOEOEOEOE OE OE OE OE
15"RCP
15"RCP18"RCP1 5 "R C P12"RCP12"RCP1 5 "R C P>I15"RCP
1 5 "R C P
15"RCP15"RCP12"RCP12"RCP18"RCP18"RCP12"
R
C
P
1 5 "R C P
1 2 "R C P
21" RCP 18" RCP
18"RCP
15"RCP
21"RCP
15"RCP
2 1 "R C P
1 5 "R C P
12"RCP12"RCPXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X
FO FO FO FO FO FO FO FO
ELECTRIC
TRANSFORMER
ELECTRIC
X
15"RCP
15" RCP
15"RCPMETAL COVER
TOP=912.8
IE=910.3(NW)
IE=909.0(S)
15" RCP
METAL
COVER
TOP=914.2
IE=910.3(NW)
RIPRAP
15" RCP
15" RCP
15"RCP
18"RCP
15" RCP
18" RCP
12" RCP
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
21"RCP
PIPE FULLY
PLUGGED
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
UE UE UE UE
B
18" RCP
HYD
HYD
HYD
HYD
HYD
HYD
HYD
HYD
HYD
HYD
HYD
HYD
-1+75-1+000+001+002+003+004+005+006+007+008 +0 0
9 +0 0 1 0 +0 0 1 1 +0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+00
2
0
+
0
0
21+0022+0023+0024+0025+0026+0027+0028+0028+5410+0011+0012+0013+0014+001 5 +0 0
1 6 +0 0 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 2 7+0 0 2 8 +0 0 2 9 +0 0
3 0 +0 0
3 1 +0 0
3 2 +0 0
3 3 +0 0 3 4 +0 0 3 5 +0 0 3 6 +0 0 3 7 +0 0 3 8 +0 038+1 2
BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY
BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 150 300
C401SCD001.DWG
PHASE 1
OVERALL UTILITIESC4.1
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
895
900
905
910
915
920
925
930
935
940
945
1 .8 0 %
-0.75%921.89923.13923.51924.27923.30927.04923.88930.89923.94933.90923.59936.40923.21937.06922.84938.15922.46936.72922.09934.07921.71933.00921.34931.76920.96931.85920.59931.11920.21927.93919.84923.52919.46918.53919.14914.60919.16916.28919.54914.07919.96-2+25 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
PVI STA: 0+55.31
PVI ELEV: 924.30
K: 47.01
LVC: 120.00
AD: -2.55%BVCS:-0+04.69BVCE:923.22EVCS:1+15.31EVCE:923.85HIGH PT. STA: 0+80.04
HIGH PT ELEV: 923.98
PVI STA: 7+75.00
PVI ELEV: 918.90
K: 62.49
LVC: 100.00
AD: 1.60%BVCS:7+25.00BVCE:919.27EVCS:8+25.00EVCE:919.32LOW PT. STA: 7+71.89
LOW PT ELEV: 919.10
EXISTING GROUND
FINISHED GROUND
1 2 "P V C C 9 0 0 W A T E R M A I N
8"PVC SANITARY SEWER
8"PVC SANITARY SEWER
8"PVC SANITARY SEWER
90'-12"RCP @ 1.00%
104'-12"RCP @ 0.50%113'-12"RCP @ 0.50%
11'-21"RCP @ 0.25%
CBMH 351
RIM: 918.89
INL (E): 913.89
INV (W): 913.89
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 314
RIM: 918.42
INL (NE): 913.73
INV (SW): 913.73
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 322
RIM: 918.39
INL (NE): 913.70
INL (SW): 913.43
INL (NW): 913.83
INV (SE): 913.03
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 332
RIM: 919.26
INL (S): 914.16
INL (W): 914.36
INV (NE): 913.95
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 341
RIM: 920.15
INL (S): 914.72
INV (N): 914.72
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 342
RIM: 920.93
INL (S): 915.44
INV (N): 915.24
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 343
RIM: 921.61
INL (W): 916.34
INV (N): 916.34
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
STMH 331
RIM: 919.04
INL (SW): 913.57
INV (NE): 913.57
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
STMH 313
RIM: 918.96
INL (E): 913.83
INV (NW): 914.03
INV (SW): 913.83
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
41'-21"RCP
@ 0.25%
DIP WATERMAIN
MIN. 1.5' TO AVOID
STORM SEWER
CONFLICT
LV-WM-07
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
25'-18"RCP
@ 0.25%
77'-18"RCP
@ 0.50%56'-18"RCP
@ 0.25%
CBMH 152
RIM: 921.45
INL (W): 916.78
INV (SE): 916.78
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
12"PVC C900 WATERMAIN
FINISHED GROUND SHOWN FOR REFERENCE ONLY
SEE DESIGN BY TOOLE DESIGN GROUP
895
900
905
910
915
920
925
930
935
940
945
910
915
920
925
910
915
920
925
CB 344
RIM: 921.61
INV: 916.70
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
36'-12"RCP@1.00%
CBMH 343
RIM: 921.61
INL (W): 916.34
INV (N): 916.34
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
WM MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWERSAN
FINISHED GROUND
910
915
920
925
910
915
920
925
CB 334
RIM: 918.83
INV: 914.59
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
CBMH 333
RIM: 919.26
INL (S): 914.54
INV (E): 914.54
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 332
RIM: 919.26
INL (S): 914.16
INL (W): 914.36
INV (NE): 913.95
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
36'-12"RCP
@ 0.50%
10'-12"RCP
@ 0.50%
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
SAN
FINISHED GROUND
910
915
920
925
910
915
920
925
CBMH 322
RIM: 918.39
INL (NE): 913.70
INL (SW): 913.43
INL (NW): 913.83
INV (SE): 913.03
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 323
RIM: 918.39
INL (SW): 914.02
INV (SE): 914.02
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
8'-12"RCP
@ 0.50%
37'-12"RCP
@ 0.50%
46'-24"RCP
@ 0.50%
6'-24"RCP
@ 0.50%
CB 324
RIM: 918.40
INV: 914.06
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
CDS 321
RIM: 919.27
INL (NW): 913.00
INV (SE): 913.00
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
SAN
FES 320
INV= 912.77
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
FINISHED GROUND
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 50 100
C501SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.1
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
9 +0 0
1 0 +0 0
1 1 +0 0 12+00 13+00 14+00
15+00
16+00
17+00
18+00
19+000+001+000.80%1.40
%
R25'(TYP.)R25'(TYP.)R.O.W.F-F80'36'SUNSETTRAIL3+67
10' DRAINAGE & UTILITY EASEMENT
895
900
905
910
915
920
925
930
935
-1.00%
0 .8 5 %916.28919.54914.07919.96911.18920.39911.07920.81912.96921.24922.68921.66929.57922.09930.60922.50929.90922.60928.85922.25929.07921.75929.43921.25928.60920.75926.04920.25921.01919.75917.56919.25917.23918.75918.95918.25924.56917.75931.17917.25935.11916.75936.23916.25933.62915.758+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
PVI STA: 12+40.00
PVI ELEV: 922.85
K: 54.05
LVC: 100.00
AD: -1.85%BVCS:11+90.00BVCE:922.43EVCS:12+90.00EVCE:922.35HIGH PT. STA: 12+35.95
HIGH PT ELEV: 922.62
EVCE:919.32EXISTING GROUND
FINISHED GROUND
12"PVC C900 WATERMAIN
12"PVC C900 WATERMAIN
8"PVC SANITARY SEWER
8"PVC SANITARY SEWER
8"PVC SANITARY SEWER
201'-18"RCP @ 0.25%
15 4'-1 5"RCP @ 0.50%
2 6'-12"R CP @ 0 .5 0%
5 2'-12"R CP @ 0.5 0%
CB 363
RIM: 920.53
INV: 915.96
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
213'-15"RCP @ 1.00%
152'-15"RCP @ 1.00%
81'-15"RCP @ 1.00%
CBMH 445
RIM: 914.68
INL (NW): 910.26
INV (SE): 910.27
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 446
RIM: 915.92
INL (N): 911.27
INL (W): 911.07
INV (SE): 911.07
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 452
RIM: 917.46
INL (N): 912.79
INL (W): 912.79
INV (E): 912.59
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 453
RIM: 919.61
INL (N): 914.92
INV (E): 914.92
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 362
RIM: 921.00
INL (E): 915.70
INV (NW): 915.69
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 361
RIM: 921.87
INL (NE): 916.36
INL (SE): 915.56
INV (W): 915.36
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 352
RIM: 920.62
INL (E): 914.59
INL (N): 915.89
INV (W): 914.39
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 351
RIM: 918.89
INL (E): 913.89
INV (W): 913.89
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
STMH 313
RIM: 918.96
INL (E): 913.83
INV (NW): 914.03
INV (SW): 913.83
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
25'-18"RCP
@ 0.25%
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
895
900
905
910
915
920
925
930
935
910
915
920
925
910
915
920
925
CBMH 352
RIM: 920.62
INL (E): 914.59
INL (N): 915.89
INV (W): 914.39
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
37'-12"RCP
@ 0.50%
CB 353
RIM: 920.62
INV: 916.08
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
SAN
FINISHED GROUND
910
915
920
925 CB 365
RIM: 922.18
INV: 917.49
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
6 8 '-1 2 "R C P @ 1 .0 %
4 5 '-1 2 "R C P @ 1 .0 %
CBMH 364
RIM: 922.16
INL (E): 917.04
INV (SW): 917.04
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 361
RIM: 921.87
INL (NE): 916.36
INL (SE): 915.56
INV (W): 915.36
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
WM
SAN
SAN
FINISHED GROUND
905
910
915
920
925
905
910
915
920
925CB 454
RIM: 919.61
INV: 915.29
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
37'-12"RCP@1.00%
CBMH 453
RIM: 919.61
INL (N): 914.92
INV (E): 914.92
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
SAN
FINISHED GROUND
905
910
915
920
905
910
915
920
CB 455
RIM: 917.46
INV: 913.15
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
CBMH 452
RIM: 917.46
INL (N): 912.79
INL (W): 912.79
INV (E): 912.59
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-736'-12"RCP@1.00%
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
SAN
FINISHED GROUND
905
910
915
920
905
910
915
920
36'-12"RCP@1.00%
CBMH 446
RIM: 915.92
INL (N): 911.27
INL (W): 911.07
INV (SE): 911.07
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CB 447
RIM: 915.92
INV: 911.63
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
SAN
FINISHED GROUND
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 50 100
C502SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.2
ȭ AVIENDA PKWY 12+66.75
ȭ SUNSET TRAIL 0+40.30
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
895
900
905
910
915
920
925
930
935
-0.85%
-0.50%0 .7 5 %935.11916.75936.23916.25933.62915.75929.26915.25924.94914.77921.60914.33918.74913.90916.60913.48915.37913.05914.44912.63913.86912.25913.05912.23909.23912.55907.12912.87905.70912.71905.68906.22907.36908.3018+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
PVI STA: 25+03.13
PVI ELEV: 912.95
K: 40.05
LVC: 50.00
AD: -1.25%BVCS:24+78.13BVCE:912.76EVCS:25+28.13EVCE:912.82HIGH PT. STA: 25+08.16
HIGH PT ELEV: 912.87
PVI STA: 20+50.00
PVI ELEV: 914.75
K: 666.67
LVC: 100.00
AD: 0.15%BVCS:20+00.00BVCE:915.25EVCS:21+00.00EVCE:914.33PVI STA: 23+75.00
PVI ELEV: 911.99
K: 62.50
LVC: 100.00
AD: 1.60%BVCS:23+25.00BVCE:912.41EVCS:24+25.00EVCE:912.36LOW PT. STA: 23+78.13
LOW PT ELEV: 912.19
EXISTING GROUND
FINISHED GROUND
C C900 WATERMAIN
12"PVC C900 WATERMAIN 12"PVC C900 WATERMAIN
SANITARY SEWER
8"PVC SANITARY SEWER 10"PVC SANITARY SEWER
10"PVC SANITARY SEWER
10"PVC SANITARY SEWER
10"PVC SANITARY SEWER
81'-15"RCP @ 1.00%73'-15"RCP @ 1.00%57'-15"RCP @ 1.00%
191'-18"RCP @ 0.80%77'-18"RCP @ 0.32%
8'-18"RCP @ 0.32%
CBMH 424
RIM: 911.48
INV (N): 907.19
???" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CB 423
RIM: 911.50
INL (S): 907.17
INV (N): 907.18
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 422
RIM: 912.01
INL (S): 906.93
INL (N): 906.93
INV (NW): 906.93
INV (E): 907.60
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 442
RIM: 913.66
INL (E): 909.17
INL (N): 908.97
INV (W): 907.79
INV (S): 908.46
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 444
RIM: 914.23
INL (NW): 909.54
INV (S): 909.54
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 445
RIM: 914.68
INL (NW): 910.26
INV (SE): 910.27
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 446
RIM: 915.92
INL (N): 911.27
INL (W): 911.07
INV (SE): 911.07
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
FINISHED GROUND SHOWN FOR REFERENCE ONLY
SEE DESIGN BY TOOLE DESIGN GROUP
895
900
905
910
915
920
925
930
935
905
910
915
920
905
910
915
920
905
910
915
920
905
910
915
920
CBMH 443
RIM: 913.67
INV: 909.36
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
37'-12"RCP
@ 0.50%
46'-15"RCP
@ 0.55%
7'-15"RCP
@ 0.55%
31'-1 8"RCP
@ 0 .50%
31'-18"RCP
@ 0.25%
12'-18"RCP
@ 0.25%
CBMH 442
RIM: 913.66
INL (E): 909.17
INL (N): 908.97
INV (W): 907.79
INV (S): 908.46
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CBMH 422
RIM: 912.01
INL (S): 906.93
INL (N): 906.93
INV (NW): 906.93
INV (E): 907.60
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CDS 441
RIM: 914.30
INL (E): 907.75
INV (W): 907.75
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
STMH 418
RIM: 912.33
INL (W): 907.44
INV (S): 907.44
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
CDS 421
RIM: 913.40
INL (SE): 906.90
INV (W): 906.90
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
WM
WM
SAN
SAN
FES 420
INV= 906.82
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
FES 440
INV= 907.50
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
FINISHED GROUND
FINISHED GROUND
905
910
915
920
905
910
915
920
CBMH 437
RIM: 911.48
INL (N): 907.15
INV (S): 907.15
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
STMH 436
RIM: 912.10
INL (N): 906.55
INV (SE): 906.93
INV (SW): 908.05
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
CB 438
RIM: 911.50
INV: 907.19
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
8'-12"RCP
@ 0.50%8'-12"RCP
@ 0.50%
135'-12"RCP @ 0.4%
FINISHED GROUND
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 50 100
C502SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.3
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
895
900
905
910
915
920
895
900
905
910
915
920
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75
STMH 418
RIM: 912.33
INL (W): 907.44
INV (S): 907.44
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
226'-18"RCP @ 0.7%
68'-18"RCP @ 0.7%
STMH 416
RIM: 912.47
INL (N): 905.24
INV (S): 905.24
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
170'-18"RCP @ 0.3%
STMH 415
RIM: 910.75
INL (N): 904.82
INL (NE): 906.80
INV (SE): 904.82
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
38'-18"RCP
@ 0.17%
STMH 414
RIM: 911.15
INL (NW): 904.75
INV (E): 904.75
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
EXISTING GROUND
FINISHED GROUND
900
905
910
915
920
900
905
910
915
920
CDS 435
RIM: 912.66
INL (NW): 906.90
INV (E): 906.90
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
34'-12"RCP
@ 0.50%
10'-12"RCP
@ 0.25%
STMH 436
RIM: 912.10
INL (N): 906.55
INV (SE): 906.93
INV (SW): 908.05
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
FES 434
INV= 906.73
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
FINISHED GROUND
895
900
905
910
915
920
895
900
905
910
915
920
STMH 414
RIM: 911.15
INL (NW): 904.75
INV (E): 904.75
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
101'-24"RCP @ 0.2%
STMH 413
RIM: 910.35
INL (W): 904.58
INV (NE): 904.58
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
134'-24"RCP @ 0.2%
STMH 412
RIM: 908.75
INL (SW): 904.35
INV (E): 904.35
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
192'-24"RCP @ 0.2%
STMH 411
RIM: 906.28
INL (W): 904.03
INV (N): 904.03
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
FES 410
INV= 904.00
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
16'-24"RCP
@ 0.17%
EXISTING GROUND
FINISHED GROUND
WM
SAN
900
905
910
915
900
905
910
915
FES 430
INV= 906.00
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
41'-12"RCP @ 0.5%
7'-12"RCP
@ 0.45%
CDS 431
RIM: 911.45
INL (SW): 906.16
INV (E): 906.16
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
CBMH 432
RIM: 910.33
INL (W): 906.70
INV (NE): 906.19
INV (SW): 906.86
48" DIA
R-3067-V
PER CITY
DETAIL 7.4-7
36'-12"RCP
@ 0.45%
WM
SAN
FINISHED GROUND
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 50 100
C502SCD001.DWG
SUNSET TRAIL
PLAN & PROFILEC5.4
NORTH
0 50 100
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
950
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
3 .6 6 %
2 .0 0 %926.11931.11938.85923.62939.12925.45939.80927.28938.04929.10934.86930.67931.74931.68-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25
EXISTING GROUND
FINISHED GROUND
8 "P V C S A N I T A R Y S E W E R
CB 365
RIM: 922.18
INV: 917.49
2X3
R-3067-V
PER CITY
DETAIL 7.4-6
8 "P V C C 9 0 0 W A T E R M A IN
PVI STA: 2+85.00
PVI ELEV: 930.38
K: 30.15
LVC: 50.00
AD: -1.66%BVCS:2+60.00BVCE:929.47EVCS:3+10.00EVCE:930.88885
890
895
900
905
910
915
920
925
885
890
895
900
905
910
915
920
925
889.73891.20894.01897.93903.24909.76911.72915.85-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+258"PVC SAN ITAR Y SE W ER
8 4'-3 0 "RCP @ 0 .4 0 %
1 7 2 '-2 1 "R C P @ 2 .0 0 %
8 1 '-2 1 "R C P @ 2 .0 0 %
STMH 311
RIM: 911.49
INL (SE): 902.53
INV (NW): 895.41
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
STMH 312
RIM: 917.49
INL (SE): 912.40
INV (NW): 905.97
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
STMH 313
RIM: 918.96
INL (E): 913.83
INV (NW): 914.03
INV (SW): 913.83
48" DIA
R-1642-B
PER CITY
DETAIL 7.3-5
FES 310
INV= 895.07
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
FINISHED GROUND
EXISTING GROUND
875
880
885
890
875
880
885
890
FES 306
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
2 7 '-1 5 "R C P
@ 3 .6 7 %
FES 305
INV= 887.00
Concrete Flared End Section
PER CITY DETAIL: 7.4-10
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
C502SCD001.DWG
SUNSET TRAIL
PLAN & PROFILEC5.5
NORTH
0 50 100
NORTH
0 50 100
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
890
895
900
905
910
915
920
925
930
935
940
+25 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
1 2 "P V C C 9 0 0 W A T E R M A I N
12"PVC C900 WATERMAIN
12"PVC C900 WATERMAIN
86'-8"PVC @ 0.50%163'-8"PVC @ 0.50%
293'-8"PVC @ 0.50%
55'-8"PVC@3.33%102'-8"PVC @ 0.40%
SAN MH 32
RIM: 923.87
INL (W): 912.51
INV: 912.41
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 31
RIM: 923.11
INL (S): 911.98
INV: 911.88
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 30
RIM: 922.02
INL (S): 911.07
INV: 910.96
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 29
RIM: 919.84
INL (S): 909.50
INL (SE): 909.50
INV: 909.40
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 28
RIM: 919.43
INL (SW): 907.58
INL (NW): 907.58
INV: 907.48
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 27
RIM: 919.00
INL (SW): 907.07
INV: 906.92
48" DIA
R-1642
CITY DETAIL 7.3-5
18"RCP
21"RCP
21"RCP
18"RCP18"RCP
12"RCP
12"RCP
12"RCP7.5'MIN.COVERDIP WATERMAIN
MIN. 1.5' TO AVOID
STORM SEWER
CONFLICT
LV-WM-07MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
FINISHED GROUND SHOWN FOR REFERENCE ONLY
SEE DESIGN BY TOOLE DESIGN GROUP
EXISTING GROUND
FINISHED GROUND
890
895
900
905
910
915
920
925
930
935
940
910
915
920
925
910
915
920
925
62'-8"PVC
@ 0.40%
SAN MH 32
RIM: 923.87
INL (W): 912.51
INV: 912.41
48" DIA
R-1642
CITY DETAIL 7.3-5
8" PVC C900 WATERMAIN
FINISHED GROUND
FINISHED GROUND
910
915
920
910
915
920
SAN MH 29
RIM: 919.84
INL (S): 909.50
INL (SE): 909.50
INV: 909.40
48" DIA
R-1642
CITY DETAIL 7.3-5
60'-8"PVC
@ 0.40%
STM
FINISHED GROUND
905
910
915
920
905
910
915
920
60'-8"PVC
@ 0.40%
SAN MH 28
RIM: 919.43
INL (SW): 907.58
INL (NW): 907.58
INV: 907.48
48" DIA
R-1642
CITY DETAIL 7.3-5
8" PVC C900 WATERMAIN
NORTH
0 50 100
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
C506SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.6
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
SUNSETTRAIL0+001+007+00
7+03
10' DRAINAGE & UTILITY EASEMENT
EWERUB29A10' DRAINAGE & UTILITY EASEMENT
890
895
900
905
910
915
920
925
930
935
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
1 2 "P V C C 9 0 0 W A TER MAI N
12"PVC C900 WATERMAIN216'-8"PVC @ 0.40%
212'-8"PVC @ 0.40%
247'-8"PVC @ 0.80%
149'-8"PVC @ 0.80%
99'-8"PVC @ 0.80%
SAN MH 21
RIM: 922.52
INL (W): 908.88
INL (N): 910.25
INV: 908.78
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 27
RIM: 919.00
INL (SW): 907.07
INV: 906.92
48" DIA
R-1642
CITY DETAIL 7.3-5 SAN MH 22
RIM: 921.24
INL (N): 909.84
INV: 909.74
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 20
RIM: 920.47
INL (W): 907.93
INL (N): 907.93
INV: 907.83
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 19
RIM: 918.00
INL (W): 905.85
INL (N): 905.85
INV: 905.75
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 18
RIM: 916.50
INL (W): 904.56
INL (SW): 904.56
INV: 904.46
48" DIA
R-1642
CITY DETAIL 7.3-5
15"RCP
15"RCP
15"RCP
12 "RCP12"R CP
15 "RCP
18"RCP18"RCP
21"RCP
DIP WATERMAIN
MIN. 1.5' TO AVOID
STORM SEWER
CONFLICT
LV-WM-07
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
EXISTING GROUND
FINISHED GROUND
890
895
900
905
910
915
920
925
930
935
910
915
920
SAN MH 22
RIM: 921.24
INL (N): 909.84
INV: 909.74
48" DIA
R-1642
CITY DETAIL 7.3-5
12" PVC C900 WATERMAIN
60'-8"PVC
@ 0.40%
FINISHED GROUND
905
910
915
920
905
910
915
920
SAN MH 20
RIM: 920.47
INL (W): 907.93
INL (N): 907.93
INV: 907.83
48" DIA
R-1642
CITY DETAIL 7.3-5
60'-8"PVC
@ 0.40%
12" PVC C900 WATERMAIN
FINISHED GROUND
905
910
915
905
910
915
SAN MH 19
RIM: 918.00
INL (W): 905.85
INL (N): 905.85
INV: 905.75
48" DIA
R-1642
CITY DETAIL 7.3-5
60'-8"PVC
@ 0.40%
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
ȭ AVIENDA PKWY 12+66.75
ȭ SUNSET TRAIL 0+40.30
NORTH
0 50 100
C506SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.7
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
890
895
900
905
910
915
920
925
930
935
940
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50
12"PVC C900 WATERMAIN
12"PVC C900 WATERMAIN 12"PVC C900 WATERMAIN
99'-8"PVC @ 0.80%104'-10"PVC @ 0.80%
243'-10"PVC @ 0.80%
192'-10"PVC @ 0.40%100'-10"PVC @ 0.40%
216'-10"PVC @ 0.40%
SAN MH 18
RIM: 916.50
INL (W): 904.56
INL (SW): 904.56
INV: 904.46
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 17
RIM: 915.50
INL (NW): 903.66
INV: 903.56
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 16
RIM: 914.49
INL (NW): 902.73
INV: 902.63
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 15
RIM: 912.10
INL (N): 900.69
INL (W): 900.69
INV: 900.59
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 14
RIM: 912.90
INL (N): 899.82
INV: 899.72
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 13
RIM: 912.44
INL (N): 899.32
INL (W): 899.32
INV: 899.22
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 12
RIM: 912.32
INL (E): 898.36
INL (N): 898.36
INV: 898.26
48" DIA
R-1642
CITY DETAIL 7.3-5
18"RCP
18"RCP
15"RCP
15"RCP
15"RCP
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
FINISHED GROUND SHOWN FOR REFERENCE ONLY
SEE DESIGN BY TOOLE DESIGN GROUP
EXISTING GROUND
FINISHED GROUND
890
895
900
905
910
915
920
925
930
935
940
905
910
915
905
910
915
60'-1 0"PVC
@ 0 .40%
SAN MH 18
RIM: 916.50
INL (W): 904.56
INL (SW): 904.56
INV: 904.46
48" DIA
R-1642
CITY DETAIL 7.3-5
12" PVC C900 WATERMAIN
FINISHED GROUND
900
905
910
900
905
910
12" PVC C900 WATERMAIN
66'-8"PVC
@ 0.40%
900
905
910
900
905
910SAN MH 15
RIM: 912.10
INL (N): 900.69
INL (W): 900.69
INV: 900.59
48" DIA
R-1642
CITY DETAIL 7.3-5
49'-1 0"P VC
@ 0.40%
12" PVC C900 WATERMAIN
STM
FINISHED GROUND
900
905
910
915
900
905
910
915
5 9'-10"PVC
@ 0.40%
SAN MH 13
RIM: 912.44
INL (N): 899.32
INL (W): 899.32
INV: 899.22
48" DIA
R-1642
CITY DETAIL 7.3-5
12" PVC C900 WATERMAIN
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 50 100
C506SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.8
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
0+25 0+50 1+00 1+50 2+00 2+50 3+00 3+50
1 2 "P V C C 9 0 0 W A T E R M A IN
2 8 5 '-8 "P V C @ 1 .0 0 %
SAN MH 21
RIM: 922.52
INL (W): 908.88
INL (N): 910.25
INV: 908.78
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 23
RIM: 931.88
INV: 913.10
48" DIA
R-1642
CITY DETAIL 7.3-5
MIN. 1.5' SEPARATION
BETWEEN
WATERMAIN AND
STORM SEWER
EXISTING GROUND
FINISHED GROUND
870
875
880
885
890
895
900
905
910
915
870
875
880
885
890
895
900
905
910
915
889.20889.20890.37890.37897.82897.82903.86903.86902.54902.54898.22898.22895.36895.36894.87894.87894.76894.76895.07895.07896.88896.88902.07902.07909.50909.50911.46911.46913.88913.88-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+75124'-8"P V C @ 6.00%
290 '-8"P VC @ 0.40%233'-8"P V C @ 6.00%
SAN MH 27
RIM: 919.00
INL (SW): 907.07
INV: 906.92
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 24
RIM: 890.81
INL (S): 884.08
INV: 876.87
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 25
RIM: 911.20
INL (E): 891.65
INV: 891.55
48" DIA
R-1642
CITY DETAIL 7.3-5
SAN MH 26
RIM: 910.12
INL (SE): 892.91
INV: 892.81
48" DIA
R-1642
CITY DETAIL 7.3-5
2 1 "R C P
2 1 "R C P
INV=876.67 (PER ASBUILTS THE PRESERVE AT BLUFF CREEK 3RD,
4TH, 5TH & 6TH ADDITIONS)
CONTRACTOR TO VERIFY EXISTING SANITARY STUB LOCATION
PRIOR TO CONNECTION
4 9'-8"PVC
@ 0.40 %
FINISHED GROUND
EXISTING GROUND
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:Date:
NORTH
0 50 100
C506SCD001.DWG
AVIENDA PARKWAY
PLAN & PROFILEC5.9
NORTH
0 50 100
PIPE MATERIALS
WATERMAIN DIP CLASS 52 (ANSI A21.51/AWWA C151), C900 PVC (AWWA
C900)
SANITARY SEWER PVC SDR 26 & SDR 35 (ASTM: D3034, D2665, & F891)
RESIDENTIAL SANITARY
SEWER SERVICE PVC SCHEDULE 40 (ASTM: D3034, D2665, & F891)
STORM SEWER RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO
BEGINNING.
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION
PRIOR TO CONSTRUCTION OF ANY PROPOSED UTILITIES. CONTRACTOR TO NOTIFY ENGINEER
IMMEDIATELY IF THERE IS ANY DISCREPANCY.
CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES AT PROPOSED CROSSINGS PRIOR TO
CONSTRUCTION OF NEW UTILITIES TO VERIFY DEPTHS OF EXISTING LINES. CONTACT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE DISCOVERED.
PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE DURING UTILITY
INSTALLATION.
PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END
SECTION.
INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES.
CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF CHANHASSEN STANDARDS.
CONTACT CITY OF CHANHASSEN PUBLIC WORKS DEPARTMENT AT 952.227.1300 FOR WATERMAIN
CONNECTION INSPECTIONS, FLUSHING, AND PRESSURE TEST INSPECTIONS.
MAINTAIN 7.5 FEET OF COVER ON WATER.
DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER CROSSINGS. CENTER
PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS.
THE WATER DISTRIBUTION SYSTEM SHALL BE DISINFECTED PER MINNESOTA RULES, PART 4715.2250.
ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATER TIGHT.
APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.
CATCH BASINS IN CURB AND GUTTER ARE SUMPED 2 INCHES BELOW THE GUTTER GRADE.
ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY.
MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
GENERAL NOTES
UTILITY NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL
SERVICES AT 612.252.9070.
1.
:FUTURE PUBLIC INFILTRATION BASIN
:PHASE 1 SEDIMENTATION BASIN
LEGEND
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILSC7.1
NO SCALE
CATCH BASIN SEDIMENT TRAP1
ROCK CONSTRUCTION ENTRANCE2
SILT FENCE3
NO SCALE
NO SCALE
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018C702SCD001.DWG
CIVIL CONSTRUCTION
DETAILSC7.2
NO SCALE
CONCRETE SIDEWALK4
NO SCALE
COMMERCIAL/INDUSTRIAL
CONCRETE DRIVEWAY APRON3
NO SCALE
CURB CONSTRUCTION AT CATCH BASIN1
NO SCALE
TYPICAL CURB AND GUTTER2NO SCALE
CONCRETE WASHOUT AREA5
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018C703SCD001.DWG
CIVIL CONSTRUCTION
DETAILSC7.3
NO SCALE
TYPICAL BUTTERFLY VALVE
AND BOX INSTALLATION4
NO SCALE
TYPICAL GATE VALVE AND BOX INSTALLATION3
NO SCALE
CONCRTE THRUST BLOCKING1
NO SCALE
TYPICAL HYDRANT INSTALLATION2NO SCALE
STANDARD MANHOLE5
NO SCALE
SANITARY SEWER OUTSIDE DROP MANHOLE6
NO SCALE
SANITARY SEWER INSIDE DROP MANHOLE7
NO SCALE
MANHOLE CASTING AND LIDS DETAIL8
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018C704SCD001.DWG
CIVIL CONSTRUCTION
DETAILSC7.4
NO SCALE
WATERMAIN/STORM SEWER CROSSING4
NO SCALE
PIPE BEDDING FOR P.V.C. PIPE3
NO SCALE
PIPE BEDDING IN POOR SOILS1
NO SCALE
PIPE BEDDING IN GOOD SOILS RCP & DIP2NO SCALE
INSULATION DETAIL5
NO SCALE
CATCH BASIN MANHOLE WITH SUMP9
NO SCALE
TYPICAL 27" DIAMETER
CATCH BASIN8
NO SCALE
STORM SEWER CATCH BASIN
2'X3' RECTANGULAR6
NO SCALE
TYPICAL 4' DIAMETER
CATCH BASIN MANHOLE7NO SCALE
RIP RAP DETAIL10
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
PROGRESS SET
04.25.2018
SCD14001
2018LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Steven E. Sabraski
License No:47165Date:
{\Favg-b|c0;\W0.9;Know what's \H1.5x;Below\H0.6667x;.}03/21/2018C705SCD001.DWG
CIVIL CONSTRUCTION
DETAILSC7.5
EXPANSION JOINT:
CONTRACTION JOINT:
JOINT
EXPANSION
JOINT
SPACING SHALL MATCH WALK WIDTH UNLESS SHOWN
OTHERWISE.
JOINTS ADJACENT TO CURB SHALL MATCH CURB JOINT SPACING.1-1/4"WHERE WALK BUTTS ANY CONFINING, FIXED OR EMBEDDED
OBJECT SUCH AS WALLS, STOOPS, MANHOLES, ETC.
40' ON CENTER MAXIMUM.
1.
1.
2.
2.
NO SCALE
CONCRETE SIDEWALK AND JOINTING3
3/8" TOOLED JOINT
1/2" PREMOLDED JOINT FILLER
LIGHT BROOM FINISH
1/8" RAD.
1/8" RAD.
CONCRETE
BASE
INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.
MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.
ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST.
5'2.5'
6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE.
2
1
4'
OC
12
NO SCALE
TREE PROTECTION1INSTALL AT DRIPLINE OF TREE1'
\A1;1'
WARP NEW TO MATCH
EXISTING WITHIN 3 FEET.
2'
NO SCALE
ASPHALT PAVEMENT TRANSITION4
MILL EXISTING PAVEMENT
TO MATCH NEW WEAR
COURSE THICKNESS.
APPLY TACKCOAT.
NEW PAVEMENT
SECTIONEXISTING
PAVEMENT
SECTION
SAWCUT
LOCATION
1/8" R
NON-EXTRUDING FILLER
AGGREGATE BASE
BITUMINOUS TYP. SECTION
BITUMINOUS SURFACE
24"
\A1;24"
3/8"
CONCRETE TYP. SECTION SEALING
MATERIAL
NO SCALE
THICKENED BITUMINOUS EDGE
AND CONCRETE SURFACE2
3 QUAL
4 TIMO
4 TIMO
4 TIMO4 TIMO
4 TIMO
4 TIMO
4 QUAL
5 QUBI
7 QUBI
1 ULDA3 BENI
1 QUAL
5 QUAL
5 ULDA
6 BENI
5 BENI
2 QUBI
1 QUBI
MATCHLINE
MATCHLINE
Lyman Boulvevard
R.O.W.
R.O.W.
R .O .W .
R .O .W .
OUTLOT D
OUTLOT C OUTLOT E
DECIDUOUS TREES CODE QTY BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
BENI 27 BETULA NIGRA / RIVER BIRCH 70`H X 50`W 2.5"CAL B & B
QUAL 19 QUERCUS ALBA / WHITE OAK 70`H X 60`W 2.5"CAL B & B
QUBI 23 QUERCUS BICOLOR / SWAMP WHITE OAK 50`H X 50`W 2.5"CAL B & B
SALT TOLERANT
TIMO 75 TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN 40`H X 30`W 2.5"CAL B & B
ULDA 16 ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM 40`H X 30`W 2.5"CAL B & B
SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
COFA 40 CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD 4`H X 4`W 3` HEIGHT POT
SHRUB AREAS CODE QTY BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
CAKA 967 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 4`H X 2`W 1 GAL.POT
LSFW 350 LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER 3`H X 1`W 1 GAL.POT
PEAT 176 PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE 4`H X 3`W 1 GAL.POT
RHGR 173 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 2`H X 7`W 2 GAL.POT
GROUND COVERS BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1`H X 1`W 1 GAL.POT
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
L201SCD001.DWG
NORTH PHASE 1 PLANTING
PLANL2.1A
NORTH
0 60 120
SEE SHEET L7.1 FOR PLANTING NOTES AND DETAILS.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE TRAIL AND
SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF TOPOSOIL. REFER TO RPBCWD
STANDARD EROSION CONTROL NOTES ON GRADING SHEETS FOR ADDITIONAL REQUIREMENTS.
1.
License No:
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Kevin Teppen
I hereby certify that this plan 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.
PLANTING LEGEND NOTES
1 ULDA
2 ULDA
2 TIMO
4 BENI
2 QUAL
3 TIMO
2 BENI
MATCHLINEMATCHLINE
R .O .W .
R .O .W .PROPERTYLINECONCRETE
OUTLOT D
OUTLOT E
OUTLOT F
OUTLOT E
OUTLOT F
DECIDUOUS TREES CODE QTY BOTANICAL NAME / COMMON NAME
BENI 27 BETULA NIGRA / RIVER BIRCH
QUAL 19 QUERCUS ALBA / WHITE OAK
QUBI 23 QUERCUS BICOLOR / SWAMP WHITE OAK
SALT TOLERANT
TIMO 75 TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN
ULDA 16 ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM
SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME
COFA 40 CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGW
SHRUB AREAS CODE QTY BOTANICAL NAME / COMMON NAME
CAKA 967 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHE
LSFW 350 LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPI
PEAT 176 PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE
RHGR 173 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC
GROUND COVERS BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1`H X 1`W 1 GAL.
88 PEAT
12 CAKA
308 CAPE
20 COFA
10 RHGR
2 TIMO
2 TIMO
9 RHGR
79 CAKA
26 RHGR
175 LSFW
64 CAKA
5 TIMO
5 TIMO
CONCRETE
CONCRETE
OUTLOT E
OUTLOT FR.O.W.R.O.W.6 RHGR
4 ULDA
3 TIMO
3 TIMO4 ULDA
88 RHGR
1 TIMO
243 CAKAM CONCRETE
CONCRETE
R .O .W .
R .O .W .
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
L201SCD001.DWG
SE PHASE 1 PLANTING
PLANL2.1B
NORTH
0 60 120
PLANTING LEGEND
1"=30'
PLANTING ENLARGEMENT2
1"=30'
PLANTING ENLARGEMENT3
1"=60'
OVERALL PLANTING PLAN1
NOTES
SEE SHEET L7.1 FOR PLANTING NOTES AND DETAILS.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE TRAIL AND
SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF TOPOSOIL. REFER TO RPBCWD
STANDARD EROSION CONTROL NOTES ON GRADING SHEETS FOR ADDITIONAL REQUIREMENTS.
1.
2.
License No:
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Kevin Teppen
I hereby certify that this plan 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.
L2.1B
2
ENLARGED
PLAN
L2.1B
3
ENLARGED
PLAN
3 TIMO
3 TIMO
3 TIMO
4 TIMO
5 QUBI 1 QUBI
2 QUBI
4 TIMO
1 QUBI
4TIM O
4TIM O
7B E N I466C A K A
4Q U A L11R H G R MATCHLINEMATCHLINE
R.O.W.R.O.W.
R.O.W.PROPERTYLINECONCRETE
CONCRETE
CONCRETE
BLUFF CREEK OVERLAY DISTRICT
SECONDARY BOUNDARY
BLUFF CREEK OVERLAY DISTRICT
PRIMARY BOUNDARY
OUTLOT FR.O.W.OUTLOT D
OUTLOT C
R.O.W.R.O.W.DECIDUOUS TREES CODE QTY BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
BENI 27 BETULA NIGRA / RIVER BIRCH 70`H X 50`W 2.5"CAL B & B
QUAL 19 QUERCUS ALBA / WHITE OAK 70`H X 60`W 2.5"CAL B & B
QUBI 23 QUERCUS BICOLOR / SWAMP WHITE OAK 50`H X 50`W 2.5"CAL B & B
SALT TOLERANT
TIMO 75 TILIA MONGOLICA `HARVEST GOLD` / HARVEST GOLD LINDEN 40`H X 30`W 2.5"CAL B & B
ULDA 16 ULMUS DAVIDIANA JAPONICA `DISCOVERY` / DISCOVERY ELM 40`H X 30`W 2.5"CAL B & B
SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
COFA 40 CORNUS SERICEA `FARROW` / ARCTIC FIRE RED TWIG DOGWOOD 4`H X 4`W 3` HEIGHT POT
SHRUB AREAS CODE QTY BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
CAKA 967 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 4`H X 2`W 1 GAL.POT
LSFW 350 LIATRIS SPICATA `FLORISTAN WHITE` / FLORISTAN WHITE SPIKE GAYFEATHER 3`H X 1`W 1 GAL.POT
PEAT 176 PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE 4`H X 3`W 1 GAL.POT
RHGR 173 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 2`H X 7`W 2 GAL.POT
GROUND COVERS BOTANICAL NAME / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION
CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1`H X 1`W 1 GAL.POT
PLANT SCHEDULE
9 RHGR
27 CAKA
12 CAKA
20 COFA
64 CAKA
175 LSFW
308 CAPE
88 PEAT
14 RHGR
R.O.W.R.O .W .PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
L201SCD001C.DWG
SW PHASE 1 PLANTING
PLANL2.1C
NORTH
0 60 120
PLANTING LEGEND
1"=30'
ENLARGED PLAN2
1"=60'
OVERALL PLANTING PLAN1
NOTES
SEE SHEET L7.1 FOR PLANTING NOTES AND DETAILS.
ALL DISTURBED SOIL SURFACE AREAS, EXCEPT FOR THE AREAS UNDER THE PROPOSED STREET PAVEMENT AND THE TRAIL AND
SIDEWALKS, SHALL BE DECOMPACTED TO A DEPTH OF 18-INCHES AND COVERED WITH SIX INCHES OF TOPOSOIL. REFER TO RPBCWD
STANDARD EROSION CONTROL NOTES ON GRADING SHEETS FOR ADDITIONAL REQUIREMENTS.
1.
2.
License No:
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Kevin Teppen
I hereby certify that this plan 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.
L2.1C
2
ENLARGED
PLAN
FINISHED GRADE
6"
MULCH SHALL BE
MAXIMUM ONE (1) INCH
BELOW PAVING SURFACE
WIDTH OF EXCAVATION SHALL EXTEND A
MINIMUM OF SIX (6") INCHES BEYOND THE
PLANT ROOT STRUCTURE.
REFER TO LANDSCAPE PLAN(S) FOR
GROUNDCOVER OUTSIDE PLANTING BED
MULCH
PLANTING SOIL (SEE PLANS)
EXISTING SUBGRADE
REFER TO LANDSCAPE PLAN(S) FOR
SPECIFIC PLANTINGS
EDGING
NO SCALE
EDGING AT PLANTING BED
x REMOVE UNSUITABLE FILL IF PRESENT IN ISLANDS, REPLACE WITH AMENDED
SOILS SUITABLE FOR PLANTING PER PLAN NOTE SPECIFICATIONS
x MOUND PLANTING SOIL ABOVE CURB AS SHOWN.
x INSTALL MULCH BELOW THE TOP OF CURB AS SHOWN.
x MAINTAIN A RING FREE OF MULCH IMMEDIATELY SURROUNDING EACH PLANT. DO
NOT MOUND MULCH AGAINST PLANT STEMS AND TRUNKS.
x REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS.
NO SCALE
12"6"MIN.
MIN.
EXISTING SUBGRADE
PERENNIAL
SPACING
VARIES
(SEE PLANS)
CREATE SAUCER AROUND PLANT
WITH PLANTING SOIL
REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER
OUTSIDE PLANTING BED
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING.
PLANT MATERIAL SHALL NOT BE PLACED CLOSER
THAN ONE (1) FOOT FROM EDGE OF PLANTING BED
IF ROOTS ARE PRESENT AROUND THE EDGES OF
ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE
WITHOUT DESTROYING SOIL MASS.
BACKFILL WITH PLANTING SOIL THAT IS
THOROUGHLY TILLED AND LOOSENED.
(SEE PLANS)
MULCH
EDGING
NO SCALE
PERENNIAL PLANTING
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING.
PLACE PLANT
AS SHOWN ON PLAN
EXISTING SUBGRADE
REFER TO LANDSCAPE PLAN(S) FOR
GROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADE
IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,
UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT
DESTROYING SOIL MASS.
DIG PLANTING PIT NO DEEPER THAN HEIGHT OF
ROOT BALL.
TOP OF ROOT MASS
SHALL BE LEVEL WITH
FINISHED GRADE
PLANTING SOIL (SEE PLANS)
MULCH
EDGING
NO SCALE
SHRUB PLANTING
DIG PLANTING PIT
3X WIDEST DIMENSION OF ROOT BALL
ROOT BALL SITS ON EXISTING OR
RECOMPACTED SUBGRADE.
FOUR (4) INCH HIGH SOIL BERM
CONSTRUCTED AROUND ENTIRE
ROOT BALL. BERM SHALL BEGIN AT ROOT
BALL EDGE.
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN
WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT
ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT
MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED
TO MAINTAIN APPROPRIATE DEPTH.
DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING
2x-3x DIA.OF SOIL BALL24"MINSCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
2" X 2" X 24" WOOD STAKE SET AT ANGLE
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES (SEE PLANS)
CUT TOP OF WIRE BASKET 1/3 (MIN.)
FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.)
OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM
TOP OF ROOTBALL.
16" POLYPROPYLENE OR POLYETHYLENE
(40 MIL, 1-1/2" WIDE STRAP TYP.)
FLAGGING: ONE (1) PER WIRE
8' STEEL STAKE
ON THE SIDE OF
PREVAILING WIND.
PLACE TWO (2) INCHES
FROM ROOT BALL.
INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.
REJECT ANY TREES THAT ARE SEVERELY AFFECTED.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO
BE UTILIZED ONLY IF NECESSARY.
MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE
PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS.
MULCHDEPTH MULCHTYPE
NO SCALE
CONIFEROUS TREE PLANTING
EXISTING SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5x DIA. OF SOIL BALL
EXISTING SOIL LOOSENED
SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5x DIA. OF SOIL BALL
AREA DUG FOR PLANTING
2-3x DIA.OF SOIL BALL
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
CUT TOP OF WIRE BASKET 1/3 (MIN.)
FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3
(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)
FROM TOP OF ROOTBALL.
2" X 2" X 24" WOOD STAKE SET AT ANGLE
EXISTING SOIL LOOSENED
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES
INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.
REJECT ANY TREES THAT ARE SEVERELY AFFECTED.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO
BE UTILIZED ONLY IF NECESSARY.
MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE
PERIOD.
FLAGGING: ONE (1) FLAG PER WIRE
DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE INTERVALS (TYP.)
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR
FIRST MAJOR BRANCHING ROOT
ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT
MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED
TO MAINTAIN APPROPRIATE DEPTH.
16" POLYPROPYLENE OR POLYETHYLENE
(40 MIL, 1-1/2" WIDE STRAP TYP.)
TREE WRAP TO FIRST BRANCH
8' STEEL STAKE
ON THE SIDE OF
PREVAILING WIND.
PLACED WITHIN
TWO (2) INCHES
OF ROOT BALL.
DEPTH MULCHTYPE
EDGINGCALLOUT
NO SCALE
DECIDUOUS TREE PLANTINGVARIESPERSPECIES(SEEPLANS)24"MIN.IF ROOTS ARE PRESENT AROUND THE EDGES OF
ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE
WITHOUT DESTROYING SOIL MASS.
NO SCALE
STEEP SLOPE PLANTING
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING.
EDGE CONDITION VARIES
(SEE PLANS)
EDGING (SEE PLANS)
EXISTING SOIL.
DIG AND TURN TO LOOSEN
AND REDUCE COMPACTION.
MULCH (SEE PLANS)
ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,
ABOVE ROOT BALL SURFACE, CENTERED ON
DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE
EXISTING SUBGRADE
ORIGINAL GRADE SHALL PASS THROUGH POINT
WHERE TRUNK MEETS TOP OF ROOT BALL.
DIG PLANTING PIT
3X WIDTH OF ROOT BALL
ROUND-TOPPED BERM
ROOT BALL EDGE
SLOPEPROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LANDFORMcCONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
SES 04.23.2018
04.25.2018
SCD14001
20184600 KINGS POINT RD
MINNETRISTA, MN 55331
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS
TREE PRESERVATION
TREE INVENTORY
OVERALL SITE PLAN
TYPICAL STREET SECTIONS
PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
NE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SW PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SE PHASE 1 MASS GRADING, DRAINAGE, & EROSION
SWPPP NOTES
PHASE 1 OVERALL UTILITIES
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
AVIENDA PARKWAY STREET & STORM PLAN & PROFILE
SUNSET TRAIL STREET & STORM PLAN & PROFILE
MISCELLANEOUS STORM PLAN & PROFILES
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
AVIENDA PARKWAY WATER & SANITARY PLAN & PROFILE
SUNSET TRAIL WATER & SANITARY PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
NORTH PHASE 1 PLANTING PLAN
SE PHASE 1 PLANTING PLAN
SW PHASE 1 PLANTING PLAN
LANDSCAPE NOTES & DETAILS
C0.1
C1.1
C1.3
C1.4
C2.1
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.1D
C3.3
C4.1
C5.1
C5.2
C5.3
C5.4
C5.5
C5.6
C5.7
C5.8
C5.9
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1A
L2.1B
L2.1C
L7.1
CITY SUBMITTAL
CITY SUBMITTAL
CLIENT REVIEW
USACE SUBMITTAL
PROGRESS SET
CITY SUBMITTAL
WATERSHED SUBMITTAL
PROGRESS SET
SES
SES
SES
SES
SES
SES
SES
SES
14 APR 2017
14JUNE2017
30 JUNE 2017
23 OCT 2017
26 FEB 2018
16 MAR 2018
21 MAR 2018
24 APR 2018
L701SCD001.DWG
LANDSCAPE NOTES
& DETAILSL7.1
3
7
2
6
1
5
4
LANDSCAPE NOTES
VARIES, SEE PLAN1'TREE AS SPECIFIED -
CENTER IN ISLAND
3"MULCH
5:1 TOPSOIL TO COMPOST MIX
CURB AND GUTTER
PAVEMENT
COMPACTED SOIL
18"GENERAL:
1. ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BE COMPLETED PRIOR TO SUBSTANTIAL COMPLETION.
2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES 72 HOURS BEFORE DIGGING. CONTRACTOR SHALL
CONTACT EITHER COMMON GROUND ALLIANCE AT 811 OR CALL811.COM OR GOPHER STATE ONE CALL AT 651-681-7326 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA)
OR WEB AT www.gopherstateonecall.org. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF
ANY CONFLICTS TO FACILITATE PLANT RELOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK.
4. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING
BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT
MATERIALS PRIOR TO INSTALLATION. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.
5. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
6. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO SUBMISSION OF ANY BID
AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE,
DURING, OR AFTER INSTALLATION.
7. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.
8. CONTRACTOR SHALL PROVIDE GUARANTEE OF ALL PLANT MATERIALS FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1) YEAR . THE GUARANTEE BEGINS ON THE DATE
OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR
AND PLANTS. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES
(PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND
MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS.
9. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT
PROVIDE WATER FOR CONTRACTOR.
10. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
11. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.
SOIL PREPARATION:
12. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE SHALL BE BETWEEN 5.4 AND 7.0.
13. REMOVE DEBRIS AND WEEDS FROM SUBSOIL.
14. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL PERFORM A SOIL TEST PRIOR TO
INSTALLATION AND NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.
15. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6". TOPSOIL PLACEMENT SHALL TAKE PLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREE OF DEBRIS AND GRADED TO
DRAIN AS INDICATED ON GRADING PLANS.
16. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL.
PLANTING:
17. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:
ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.
ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.
CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.
18. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.
19. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.
20. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED
DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.
21. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. VERTICALLY SCORE ROOT BALLS PRIOR TO INSTALLATION.
22. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.
23. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.
24. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS
LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 18" DEPTH TOPSOIL FOR
TREE, SHRUBS, AND PERENNIALS.
25. WOOD MULCH SHALL BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS, COLOR SHALL BE DARK BROWN. TREE AND SHRUB PLANTING BEDS SHALL HAVE 3" DEPTH OF
SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 3"
DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. DO NOT USE FILTER FABRIC. INDIVIDUAL TREES SHALL HAVE A 4' DIAMETER MULCH BED FOR
EACH TREE.
26. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES
AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND
SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB,
OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).
SEEDING/ SODDING:
27. HIGHLAND SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITH STRONG FIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTS CONTAINING NO MORE
THAN 5 WEEDS PER 1000 SF. SOD SHALL BE GROWN IN MINERAL SOILS. SOD GROWN IN PEAT SOILS WILL BE REJECTED.
28. SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIAL RYEGRASS, 30% FINE FESCUES.
29. FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID 10%, SOLUBLE POTASH 10%.
30. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIOR TO PLACING SOD.
31. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE PROPER SOIL CONTACT. MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SOD IMMEDIATELY
UPON DELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OR OVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IF TEMPERATURE IS BELOW FREEZING.
32. ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLL BEFORE THE FIRST WATERING.
33. SEED AS SPECIFIED ON PLANS AND PER MN/DOT 2014 SEEDING MANUAL SPECIFICATIONS.
34. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.
IRRIGATION:
35. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP
DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND
NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS
AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.
LANDSCAPE ISLAND PLANTING DETAIL
SLOPE PAN
License No:
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Kevin Teppen
I hereby certify that this plan 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.