_REV PRELIM CV LA-11-09-20CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 10:54 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C0-1 - COVER SHEETOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
COVER SHEET
C0-1
CHANHASSEN, MN
SWPP PLAN
EXISTING CONDITIONS PLAN
SHEET INDEX
C0-1 COVER SHEET
C1-1
C1-2
C3-2
PRELIMINARY SUBMITTAL:
OWNER
CHANHASSEN, MN 55331
6480 YOSEMITE AVE.
KEN ASHFELD
MAPLE GROVE, MN 55369
CONTACTS
CIVIL ENGINEER
LOUCKS
7200 HEMLOCK LANE
SUITE 300 TEL: 763-424-5505
TODD MCLOUTH, PE
PROJECT AREA
DEER HAVEN
PRELIMINARY SITE, GRADING, UTILITY, LANDSCAPE & PLAT
SWPP NOTES & DETAILSC3-3
DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING PLAN
YOSEMITE AVE
ANTHEM PL.W. 63RD ST.NUTILITY PLANC4-1
DETAIL SHEETC8-1
TREE CANOPY PLANL1-1
LANDSCAPE PLANL2-1
LANDSCAPE DETAILSL3-1
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 12:41 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 - EXISTING CONDITIONS PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
EXISTING
CONDITIONS
PLAN
C1-1
EXISTING CONDITIONS GENERAL NOTES
DESCRIPTION OF PROPERTY SURVEYED
(Per Schedule A of the herein referenced Title Commitment File No: 2164018-14405)
That part of the Southeast Quarter of the Northeast Quarter of Section 3, Township 116, Range 23,
Carver County, Minnesota, described as follows: Beginning at the Northeast corner of said
Southeast Quarter of the Northeast Quarter; thence Southerly along the East line of said Southeast
Quarter of the Northeast Quarter to a point 660 feet North of the Southeast corner of said
Southeast Quarter of the Northeast Quarter; thence Westerly parallel with the South line Southeast
Quarter of the Northeast Quarter a distance of 281.07 feet; thence Northeasterly to a point on the
North line of said Southeast Quarter of the Northeast Quarter distance 198.0 feet Westerly from the
point of beginning; thence Easterly along siad North line 198.0 feet to the point of beginning,
except the North 50.0 feet thereof, Carver County, Minnesota.
Records of Carver County, Minnesota.
1.The address, if disclosed in documents provided to or obtained by the surveyor, or observed
while conducting the fieldwork is 6840 Yosemite Ave.
2.The Gross land area is 122,379 +/- square feet or 2.81 +/- acres.
3.The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986
Adjust).
4.Benchmark: MnDOT GALPIN MNDT RESET
Elevation = 951.47 (NAVD88)
Site Benchmark: T.N.H. on the east side of Yosemite Ave and 150.0± feet south of the driveway
entrance to the subject property.
Elevation = 1027.88 (NAVD88)
5.We have shown underground utilities on and/or serving the surveyed property per Gopher
State One-Call Ticket Nos. 202402368, 202402364. The following utilities and municipalities
were notified:
City of Chanhassen (952) 227-1300 Centurylink
(800) 778-9140
Mediacom (952) 443-2840 Center Point Energy
(612) 321-4421
Xcel Energy (800) 895-4999
i.Utility operators do not consistently respond to locate requests through the Gopher State
One Call service for surveying purposes such as this. Those utility operators that do respond,
often will not locate utilities from their main line to the customer's structure or facility. They
consider those utilities “private” installations that are outside their jurisdiction. These
“private” utilities on the surveyed property or adjoining properties, may not be located since
most operators will not mark such "private" utilities. A private utility locator may be
contacted to investigate these utilities further, if requested by the client.
ii.Maps provided by those notified above, either along with a field location or in lieu of such a
location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE
EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE
DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST
48 HOURS IN ADVANCE AT 811 or (651) 454-0002.
6.Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8
inches, may be on site but are not shown hereon.
7.Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as
Document No. 184214.
Shown hereon along the west side of the property.
8.Terms and Conditions of Easement Agreement dated June 27, 1994, August 25, 1995, as
Document No. 184215.
Shown hereon along the west side of the property.
9.The field work was completed on September 15, 2020.
10.The sanitary sewer line appears to be outside of the easement at the SE corner of Lot 6, Block 3,
PHEASANT HILLS 4TH ADDITION
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
REMOVE EXISTING DRIVEWAY
REMOVE EXISTING TREE, TYP.
REPLACE EX. PAVEMENT
FOR UTILITY INSTALLATION
REPLACE EX. CURB
FOR UTILITY INSTALLATION
REMOVE EX. RETAINING WALL
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 11:29 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 - DEMOLITION PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
DEMOLITION
PLAN
C1-2
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
DEMOLITION LEGEND
REMOVE EXISTING CURB & GUTTER,
RETAINING WALLS, PAVEMENT
MARKINGS, WOOD FENCE,
BILLBOARDS, ETC.
REMOVE EXISTING CONCRETE PAVING,
SIDEWALKS, ISLANDS, ETC.
REMOVE EXISTING STORM,
SEWER, OR WATER STRUCTURE.
REMOVE EXISTING TREE
1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS
NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY
COMPANIES.
2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED
FOR REMOVAL.
3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN
CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO
GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL
REQUIREMENTS.
4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR
TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY.
EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON
REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL
LIMITS UNLESS OTHERWISE NOTED.
6.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT
OR TO A NEAT MILLED EDGE.
7.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED
CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR
CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL.
8.ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER
MEETING ALL APPLICABLE REGULATIONS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT
OF ALL SIGNS, MAILBOXES, ETC.
10.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO
ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION.
SITE DEMOLITION SPECIFICATIONS
1046
1038
1046
1040.5
FBWO
1040.5
1032.5
FBWO
FBWO
1036
1036
1028
REPLACE EX. PAVEMENT &
CURB FOR SANITARY SEWER
CONNECTION
20.0
30.0
5.0
10.0
150.8
30.0
60.0
60.0
20.0
30.0
50.0
BITUMINOUS DRIVE
R28'
R26'
R28'
R45'
R65'
CENTER BIT. DRIVE ON
EXISTING CURB CUT
24.0
100.0
STORM POND
60.1
BOUNDARY LINE
EDGE OF BITUMINOUS
PAVEMENT
EASEMENT LINE
LOT LINE
STORM POND
POSSIBLE FUTURE
RETAINING WALL NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 12:45 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 - SITE PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
SITE PLAN
C2-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND
INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S)
AND STATE/LOCAL JURISDICTION REQUIREMENTS.
2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT
ADA STANDARDS AND LOCAL/STATE REQUIREMENTS.
3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE
NOTED.
5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED.
6.ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
7.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
8.REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING SETBACKS.
SITE NOTES
1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO
COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.
2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND
TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE
PLANS.
3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING
THE CONSTRUCTION PHASE OF THIS PROJECT.
4.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL
DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO
CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL
BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL
BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
6.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE
CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE.
7.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND
SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST
MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE
DETAIL SHEET(S) OF THE PROJECT PLANS.
8.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
9.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE
REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED.
10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY.
ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER
THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND
FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES.
11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE
DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING
RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED
11/30/16.
13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3
FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY.
14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY
COMPACTION METHOD.
15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT
2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY
COMPACTION METHOD.
16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING
SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED
OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET.
17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY
THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS
EVERY 5 FEET.
18. WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR
NOTICE IS REQUIRED FOR SATURDAY WORK.
19.THE CONTRACTOR MUST HAVE A CITY LICENSE.
20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN CITY ROW.
GENERAL NOTES
SITE PLAN LEGEND
BITUMINOUS PAVEMENT
1020.10 EX.1020.80 EX.
1021.00
1021.40
1023.201022.60
1022.201022.60
1023.001023.40
1033.20
1032.80
1038.70
1038.30
1043.50
1043.10
1030104010221024
1026
1028103210341036103810421044
1044
10421030103010301024102410261026 10261028102810281028
10321032
4
4
4
4
4
4
4 4444444444441030
1024
1026
1028 888 8881046
1038
1046
1040.5
FBWO
1040.5
1032.5
FBWO
FBWO
1036
1036
102810441042104010381036
1038
1040 103410321044
104210401040
1038 10361034
1032 10301034
1032
1030
10281034BASIN 1
BOTTOM-1024.0
HWL-1026.15
NWL-DRY
BASIN 2
BOTTOM-1024.0
HWL-1026.49
NWL-DRY
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 1:57 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 - GRADING & DRAINAGE PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
GRADING &
DRAINAGE
PLAN
C3-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
GRADING, DRAINAGE & EROSION CONTROL NOTES
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
SUMPED ELEVATIONS.
3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND
SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
VEGETATION IS ESTABLISHED.
4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF
WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE
GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).
5.STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION,
WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT
IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.
6.DUST MUST BE ADEQUATELY CONTROLLED.
7.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
8.SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION.
9.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
10.SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION.
GRADING LEGEND
PHASE 1 MINOR CONTOUR
PHASE 1 MAJOR CONTOUR
PHASE 2 MINOR CONTOUR
PHASE 2 MAJOR CONTOUR
1020.10 EX.1020.80 EX.
1021.00
1021.40
1023.201022.60
1022.201022.60
1023.001023.40
1033.20
1032.80
1038.70
1038.30
1043.50
1043.10
1030104010221024
1026
1028103210341036103810421044
1044
10421030103010301024102410261026 10261028102810281028
10321032
4
4
4
4
4
4
4 4444444441030
1024
1026
1028 888 8881046
1038
1046
1040.5
FBWO
1040.5
1032.5
FBWO
FBWO
1036
1036
1028
SILT FENCE
SILT FENCE
ROCK CONSTRUCTION
ENTRANCE PAD
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 1:12 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 - SWPP PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
STORM WATER
POLLUTION
PREVENTION
PLAN
C3-2
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
INLET PROTECTION
SILT FENCE
EROSION CONTROL BLANKET
ROCK CONSTRUCTION
ENTRANCE
SWPPP LEGEND
SEE SHEET C3-3 FOR SWPPP NOTES AND DETAILS.
GENERAL NOTES
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 11:37 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 - SWPPP NOTES & DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
STORM WATER
POLLUTION
PREVENTION
NOTES &
DETAILS
C3-3
1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A ROAD WITH NO
CURB AND GUTTER FOR A FOUR LOT RESIDENTIAL DEVELOPMENT WHERE A
DRIVEWAY CURRENTLY IS. With THE ROAD, UTILITIES FOR FUTURE LOTS AND
STORMWATER TREATMENT WILL BE ADDED
2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS
FOLLOWS:
1.INSTALL VEHICLE TRACKING BMP
2.INSTALL SILT FENCE AROUND SITE
3.INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS
4.CLEAR AND GRUB SITE
5.STRIP AND STOCKPILE TOPSOIL
6.REMOVE PAVEMENTS
7.ROUGH GRADE SITE
8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE
9.INSTALL UTILITIES
7.INSTALL PAVEMENTS
8.FINAL GRADE SITE
7.CONSTRUCT STORMWATER MANAGEMENT BASINS
8.INSTALL SILT FENCE AROUND BASINS
9.REMOVE ACCUMULATED SEDIMENT FROM BASINS
10.CONSTRUCT FILTRATION TRENCHES
11.SEED AND MULCH
12.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED,
REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
3.SITE DATA:
AREA OF DISTURBANCE:0.9± AC
PRE-CONSTRUCTION IMPERVIOUS AREA:0.130 AC
POST-CONSTRUCTION IMPERVIOUS AREA:0.21 AC
GENERAL SOIL TYPE:LOAM
4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS,
STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS.
5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE
STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR
BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE.
6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR
GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET.
DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH
EROSION CONTROL BLANKET
7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF
POTENTIAL DISCHARGE ARE STABILIZED.
8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN
NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS.
TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR
ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES,
DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.
9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN
WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE
BMP'S.
10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA
DISPOSAL REQUIREMENTS.
11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED
AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED.
12.NO ENGINE DEGREASING IS ALLOWED ON SITE.
13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS
RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT.
THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A
PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN
SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE
OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT.
14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST
SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST
SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING
CONDITIONS HAVE BEEN MET:
A.FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON
ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE.
B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT.
15. INSPECTIONS
A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY
REPRESENTATIVE IS REQUIRED.
B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS
FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT.
C.STABILIZED AREAS: ONCE EVERY 30 DAYS
D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING
CONSTRUCTION.
E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS
AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE
AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF
INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND
AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR
PERIOD.
16. MINIMUM MAINTENANCE
A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN
NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS
B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2
STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF
DISCOVERY.
C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS
D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24
HOURS.
E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL
EVENTS GREATER THAN 12" IN 24 HOURS
17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE
RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE
PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE.
18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE
SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND
MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND
PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE
RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION.
19.SWPPP MUST BE AMENDED WHEN:
A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR
SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE
B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS
EXCEEDING WATER QUALITY STANDARDS.
C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES
OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT.
20.CONCRETE WASHOUT AREA
A.CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE.
21.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION
CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER.
22.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY
DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.
23.FINAL STABILIZATION
FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN
COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL
VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL
PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE
REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM
PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE
POND TO DESIGN CAPACITY.
24. TEMPORARY SEDIMENTATION BASINS
A.THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE
OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A
COMMON LOCATION.
B.TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF
LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10
OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE
BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER
ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY
SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO
THE 2-YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER
ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE
CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF
SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY
SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT
CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS,
ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE
ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL
BE STABILIZED.
C.TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE
WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO
AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH
THE REQUIREMENTS OF THIS PERMIT.
D.EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT
BE PERMITTED TO DISCHARGE FROM SITE.
25.DEWATERING AND BASIN DRAINING
A.TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN
DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT
SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE
TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF
THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE
TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE
CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS
SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY
DISSIPATION PROVIDED.
B.ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE
DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS,
EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR
INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE
WETLAND.
C.IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL
BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE
TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES
NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY
SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY.
26.POLLUTION PREVENTION
A.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS
MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN
EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.
B.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS,
AND LANDSCAPE MATERIALS MUST BE UNDER COVER.
C.HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT
VANDALISM.
D.SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE
WITH MINN. R. CH 7035.
E.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL
NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF
PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041.
F.DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY
AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE
PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE
AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN
APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED
MATERIALS.
27. DESIGN CALCULATIONS
TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA
GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE
HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP
DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION.
28.GENERAL STORMWATER DISCHARGE REQUIREMENTS
ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR
DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE
HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE
NOT LIMITED TO:
A.THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION
PRECIPITATION.
B.THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE.
C.PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT
OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION.
D.THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE.
29.CONSTRUCTION OF FILTRATION BASINS
A.NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH
MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS
ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID.
B.INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY
STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS
ARE PROVIDED( SECTION 16.4).
C.WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN
THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS
EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO
KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION
AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY
CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN
THE PROPOSED INFILTRATION AREA.
D.TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE
PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER
STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT
CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES
INTO THE INFILTRATION OF FILTRATION SYSTEM.
30.POST CONSTRUCTION
THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S
PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15
SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED
BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION
DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS.
31.RESPONSIBILITIES
A.THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP
IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND
MAINTENANCE:
B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR
LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT
STORMWATER MANAGEMENT SYSTEM:
32.TRAINING REQEMENTS
THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS
PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING
REQUIREMENTS.
1. WHO MUST BE TRAINED:
A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT
B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR
AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING
INSPECTIONS FOR THE PROJECT. ONE OF THESE
INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION
WITHIN 72 HOURS UPON REQUEST BY THE MPCA.
C.INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION,
MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT
MUST BE TRAINED IN THES JOB DUTIES.
2.TRAINING CONTENT:
THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE
WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD
TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST
ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR
AVAVILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE
JOB DUTIES DESCRIBED IN SECTION 21.2B AND SECTION 21.2C.
33.THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL,
STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN
EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER
MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER
PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS
STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT.
33.LIST OF CONTACTS
* MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798
DESCRIPTION UNIT
TEMPORARY ROCK CONSTRUCTION ENTRANCE EA
PREFABRICATED CONCRETE WASHOUT EA
SILT FENCE (STANDARD)LF
EROSION CONTROL BLANKET SY
INLET PROTECTION EA
QUANTITY
1
NOT ALLOWED
2,300
-
4
SEEDING AC 1.2±
NAME OF WATER BODY
TYPE OF
WATER
BODY
SPECIAL
WATER
IMAIRED
WATER
TYPE OF
SPECIAL
WATER
CHRISTMAS LAKE LAKE NO NO
TITLE NAME
OWNER KEN ASHFELD
COMPANY PHONE NUMBER
PROJECT MANAGER TODD MCLOUTH LOUCKS 763-496-6742
ENGINEER SWPPP VAL ANDERSON 763-496-6728LOUCKS
CONTRACTOR
SITE MANGER
PENDING
SWPPP NOTES
ESTIMATED QUANTITIES RECEIVING WATERS CERTIFICATION SPECIAL AND IMPAIRED WATERS
SITE
*
LAKE LUCY LAKE NO NO
4
4
4
4
4
4
4 444444444444888 888
CB
RIM: 1025.2
INV: 1021.99
FES
INV: 1021.25
62'-12 RCP @ 0.5%MH
RIM: 1029.0
INV: 1021.56
61'-10 PVC @ 0.7%
65'-8 PVC @ 0.7%
CB
RIM: 1025.2
INV: 1022.02
CONNECT TO EX. SANI. MH
RIM: 1032.42
INV: 1022.00
80 LF - 8" PVC @ 0.40%
SANI. MH 1
RIM: 1033.0
INV: 1022.32
233 LF - 8" PVC @ 0.40%
SANI. MH 2
RIM: 1030.5
INV: 1023.25
239 LF - 8"
PVC @ 0.40%
SANI. MH 3
RIM: 1043.0
INV: 1024.21
CONTRACTOR TO COORDINATE
RELOCATION OF TELEPHONE &
ELECTRIC AS NECESSARY
NEW WATER SERVICE
TO EX. HOUSE
HYDRANT W/GATE
VALVE
8" PVC WATERMAIN
SANITARY SEWER &
WATER SERVICE, TYP.
WET-TAP CONNECTION
W/8" GATE VALVE
BASIN 1
BOTTOM: 1024.0
HWL: 1026.15
BASIN 2
BOTTOM: 1024.0
HWL: 1026.49
NSCALE IN FEET
0 30 60
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 1:17 PMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 - UTILITY PLANOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
UTILITY PLAN
C4-1
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND
INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE,
THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL
COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND
THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING
INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48
HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC
UTILITIES.
4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE
BUILDING FACE UNLESS OTHERWISE NOTED.
5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS
REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED.
6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH
MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM
SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH
SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND
SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE
ATTAINED.
7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
8.PROPOSED PIPE MATERIALS:
WATERMAIN CL 52 DIP 8" DIAMETER
SANITARY SEWER PVC SDR 35 & SCH 40 8" DIAMETER
WATER SERVICE COPPER TYPE K/HDPE 1" DIAMETER
SANITARY SERVICE PVC SCH 40 4" DIAMETER
STORM SEWER PVC 8" TO 10" DIAMETER
STORM SEWER RCP 12" DIAMETER
9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10
FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA
RULES, PART 4715.2820
10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST
BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER
STRUCTURES.
11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES,
PART 4715.0540:
a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
c.ALL FITTINGS MUST COMPLY WITH ASTM D3212.
d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN
CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON
THE UTILITY PLAN.
13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY.
ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER
THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND
FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD
CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY.
14.THE CITY SHALL OPERATE ALL GATE VALVES.
15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE
PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN
INVERT FOR THE NEW SEWER LINE.
16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION.
17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE.
FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING.
CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T
18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE
ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO
FINISH GRADE.
UTILITY NOTES
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 11:38 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
CIVIL DETAILS
C8-1
2" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240B
TACK COAT, MN/DOT 2357
2" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230B
6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
24" SELECT GRANULAR, MN/DOT 3149.D
STANDARD BITUMINOUS
PAVEMENT SECTION
GEOTEXTILE FILTER FABRIC TYPE V,
MN/DOT 3733.2
DRAWN 12/2016
LOUCKS PLATE NO.
2031LOUCKS
FLOW
SECTION A-A
SECTION B-B
NOTES:
VARIABLE THICKNESS HDPE ADJUSTING RINGS
AS REQUIRED. MIN. OF 4" ADJUSTMENT AND
MAX. OF 12" ADJUSTMENT. USE LARGER
ADJUSTMENT RINGS TO MINIMIZE THE NUMBER
OF JOINTS. INCLUDE ONE 2" RING IMMEDIATELY
UNDER THE CASTING. USE TAPERED RINGS TO
MATCH CASTING TO STREET GRADE. APPLY
BUTYL SEALANT BETWEEN ALL THE JOINTS.
CONCRETE RINGS SET IN A MORTAR BED ARE
ACCEPTABLE.
ADJUST CASTING TO 14" -
12" BELOW FINISHED
GRADE, TYPICAL FOR ALL
CASTINGS IN PAVEMENT
NOTE: ALL
CONNECTIONS
THROUGH MH SHALL
HAVE A RUBBER BOOT.
ANY FIELD ADDED
OPENING FOR PIPE
SHALL BE CORE
DRILLED AND AN
ELASTOMERIC RUBBER
BOOT INSTALLED.OFF ROAD MARKERM
H
INSTALL
WHEN
M.H. IS
PLACED
OUTSIDE
OF THE
ROADWAY.
BENCH
SLOPE
STANDARD SANITARY
SEWER MANHOLE
MANHOLE CASTING AND COVER, NEENAH R-1642 OR
APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES.
1.WHERE WATER MAY STAND, TOP OF MH
SHALL BE 2 FEET ABOVE GROUND,
AND/OR 2 FEET ABOVE THE 100 YEAR
STORM WATER LEVEL.
2.ON MANHOLES 8' DEEP AND GREATER A
ONE FOOT FOUR INCH (1'-4") PRECAST
SECTION SHALL BE PLACED
IMMEDIATELY BELOW CONE SECTION.
3.WHEN MANHOLE DEPTH IS LESS THAN 8',
A TOP SLAB SHALL BE USED IN PLACE OF
THE CONE. TOP SLAB SHALL BE SUITABLE
FOR AASHTO HS20 HIGHWAY LOADINGS.
THE SLAB SHALL BE SET ON A MORTAR
BED.
4.ALL JOINTS BETWEEN SECTIONS SHALL
HAVE RUBBER O-RING GASKETS.
5.MINIMUM BASE SLAB THICKNESS, 6" TO
14' DEPTH. INCREASE THICKNESS 1" FOR
EACH 4' OF DEPTH GREATER THAN 14'.
STEPS 16" O.C. ON
DOWNSTREAM SIDE.
EXTRUDED ALUMINUM
OR STEEL REINFORCED
COPOLYMER PLASTIC.
20" TO SPRING LINE
(MAX.)
SLOPE 2"/FOOT
7"
27"
48"4'1'-4"A
B B
A
AS NEEDEDDRAWN 2/2016
LOUCKS PLATE NO.
4000LOUCKS
NOTE:
GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
BE USED FOR FOUNDATION MATERIALS.
·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF
MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE
INCH (1") SIEVE.
·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS
OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN
MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE
OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT
THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT.
PLASTIC PIPE
BEDDING
PLASTIC
PIPE
18"18"PIPE
WIDTH ENCASEMENT
BEDDING
FOUNDATION
(MAY NOT BE
REQUIRED)
12"
6"
BACKFILL
COMPACTED
AS SPECIFIED
EXCAVATED TRENCH
WIDTH
DRAWN 2/2016
LOUCKS PLATE NO.
4008LOUCKS
2"X2" or 4"X4" AT END OF SERVICE.
5' MEDIUM DUTY, (1.25 POUNDS/FOOT) STEEL FENCE POST
EXPOXY-RESIN COATED, PAINTED OR GALVANIZED
INSTALLED TO 6" BELOW FINISHED GRADE.
SERVICE PIPE SHALL BE
4" OR 6", AS SPECIFIED
USE THE SAME PIPE MATERIAL
FROM THE WYE AT THE MAIN
TO THE CAP AT THE END OF
THE SERVICE.
USE A "QWIKSEAL" ADAPTOR FROM
FERNCO OR APPROVED EQUAL WHEN
CONNECTING TO AN EXISTING SEWER LINE.
SEWER SERVICE
CONNECTION
UP TO 14' DEPTH
MINIMUM 2%
GRADE
10' MIN. DEPTH OR
AS SPECIFIED
45° BEND AT WYE
5' RISER STUB
& PLUG
WYEPROPERTYLINE FLOWWYE IN A 10 O'CLOCK
POSITION
45° BEND AT PL
5' RISER STUB
& PLUG
PROPERTYLINE45° BEND AT PL
NOTE:
SEE DETAIL 4007 FOR
TRACER WIRE, WHEN
REQUIRED.
DRAWN 2/2016
LOUCKS PLATE NO.
4004LOUCKS
MAXIMUM4.0' DEPTH27" OR 30"
6"
5"
MINIMUM SLAB THICKNESS IS 6"
MANHOLE STEPS, NEENAH R1981J
OR EQUAL, 16" ON CENTER AS
APPROVED BY OSHA.
TOP OF BARREL SECTION BELOW
TOP SLAB TO HAVE FLAT TOP
EDGE SEALED WITH 2 BEADS OF
RAMNEK OR EQUAL.
6" PRECAST REINFORCED
CONCRETE MANHOLE SLAB WITH
#4 BARS AT 5" O.C. EACH WAY
AND 2-#4 BARS AT ALL SIDES OF
OPENING.
NEENAH R-3067
OR EQUAL
27"/30" CATCH
BASIN
DRAWN 12/2016
LOUCKS PLATE NO.
4303LOUCKS
24"MAX.6"MAX.
"L"
SIZE OF PIPE "L"
21" TO 42"6"
48" TO 72"12"
MIN.
TIE THE LAST 3 JOINTS ON INLET AND OUTLET
PIPES.
TRASH GUARD
RCP APRON
RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309
USE 2 TIE BOLT FASTENERS PER JOINT
INSTALLED AT 60 DEG FROM TOP OR BOTTOM
OF PIPE.
USE 5/8" TIE FOR PIPE SIZES 12" TO 27".
USE 3/4" TIE FOR PIPE SIZES 30" TO 66".
USE 1" TIE FOR PIPE SIZES OVER 72".
TRASH GUARDS WILL BE REQUIRED ON 24" OR
LARGER PIPE.
SEE 4308-4309 FOR
RIPRAP DETAIL
PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.
GALVANIZE AFTER FABRICATION.
DRAWN 2/2016
LOUCKS PLATE NO.
4306LOUCKS
SECTION A-A
PLAN
SECTION B-B
DIA.
2'
2'1
4
LDIA.B
B
AA
RIPRAP
48
15
42
36
30
24
18
12
20
8
10
12
14
18
16
8
>48 22-28 30-40
26
5
6
8
12
22
14
5
IV
IV
III
III
III
III
IV
III
III
MINIMUM RIPRAP REQUIRED
GEOTEXTILE FABRIC, TYPE IV
EXTEND 1' UNDER APRON
RIP-RAP OUT FROM THE APRON SHALL NOT
BE HIGHER THAN THE APRON INVERT.
RANDOM / HAND
PLACED RIPRAP
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
GEOTEXTILE FABRIC,
TYPE IV
NOTE:
ONE CUBIC YARD IS
APPROXIMATELY 1.4 TONS.
RIPRAP
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
6" GRANULAR
FILTER MATERIAL
32-40
32
5
7
10
13
27
17
5
CMP/HDPE
QUANTITY
(C.Y.)
RCP
QUANTITY
(C.Y.)
DIA. OF
PIPE (IN.)L (FT.)CLASS
6" GRANULAR
FILTER MATERIAL
DRAWN 2/2016
LOUCKS PLATE NO.
4308LOUCKS CONCRETE PIPE
BEDDING
RCP
PIPE
18"18"PIPE
WIDTH
COMPACTED SAND OR 3 4"
TO 1-1
2" CLEAR ROCK (AS
DIRECTED)
COMPACTED
SUBGRADE
6"
COMPACTED
BACKFILL
EXCAVATED TRENCH
WIDTH
RCP
PIPE
18"18"PIPE
WIDTH
SHAPE BOTTOM OF
EXISTING TRENCH MATERIAL
TO FIT PIPE BARREL.
COMPACTED
BACKFILL
EXCAVATED TRENCH
WIDTH
CLASS C BEDDING
CLASS B BEDDING
DRAWN 2/2016
LOUCKS PLATE NO.
4310LOUCKS
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 11 /09 / 2020 11:39 AMW:\2020\20327\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
11-09-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
Project Lead
Drawn By
Checked By
Loucks Project No.
20383
20327
TWM
TRG
TWM
11-09-20
11-09-20PRELI
MI
N
A
R
Y
CIVIL DETAILS
C8-2
NOTES:
6" HUB WITH THREADED PVC PLUG - DO NOT GLUE
CASTING MAY BE REQUIRED SEE SPECIFICATIONS
END OF LINE CLEANOUT IN LINE CLEANOUT
PVC LONG SWEEP
BEND SCH. 40
2.5'
VARIES
2.5'
VARIES
ONE PIECE 6" PVC
SCH. 40 CLEANOUT
RISER
DRAINTILE
CLEAN-OUT STRUCTURE
6.0'
4.0'
6.0'
4.0'
10' GREEN ENAMEL U-CHANNEL
FENCE POST W/ TOP 6 INCHES
WRAPPED WITH 3M SCOTCHLITE
REFLECTIVE TAPE OR EQUAL.
DRAWN 2/2016
LOUCKS PLATE NO.
4315LOUCKS COPPER WATER
SERVICE CONNECTION MIN. 7'-5"1" CORPORATION
STOP
WATERMAIN
CONCRETE BLOCK
SUPPORT
CRIMPTED END
OF 1-FT PIGTAIL
WATER SERVICE
1" TYPE "K" COPPER
CURB STOP AND BOX
(ADJUST TO 1" BELOW
FINISH GRADE)
STEEL FENCE POST
4' ABOVE GRADE
(PAINTED BLUE)VARIABLEVARIABLE
VARIABLE
VARIABLE
CL PL
NOTE:
FOR SERVICES LARGER THAN 1", A TAPPING SLEEVE
IS REQUIRED. ROCKWELL TYPE 230, FULL CIRCLE,
WITH TAP THREADED FOR APPROPRIATE SIZE
COPPER CORPORATION STOP, OR EQUAL.
NOTE:
1.CURB BOX SHALL HAVE A STATIONARY ROD.
2.CURB BOX SHALL EXTEND FROM 78" TO 90".
3.SERVICE SHALL BE BEDDED IN GRANULAR BORROW.
4.FOR CURB BOX IN PAVEMENT, USE FORD TYPE A CASTING & COVER.
DRAWN 12/2016
LOUCKS PLATE NO.
4603LOUCKS
NOTE:
GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
BE USED FOR FOUNDATION MATERIALS.
ROCK BEDDING MATERIALS SHALL BE 3/4" TO 1-1/2" CLEAR ROCK. IF IN-SITU MATERIAL UNDER ROCK
BEDDING IS UNSTABLE, USE AS MUCH ROCK AS NECESSARY TO STABILIZE.
DUCTILE IRON PIPE
BEDDING
D.I.P.
PIPE
18"18"PIPE
WIDTH
12"
4"
EXCAVATED TRENCH
WIDTH
D.I.P.
PIPE
18"18"PIPE
WIDTH
12"
4"
EXCAVATED TRENCH
WIDTH
SAND
BEDDING
ROCK
BEDDING
DRAWN 2/2016
LOUCKS PLATE NO.
4615LOUCKS
GRASS PRE-TREATMENT STRIP
UNDISTURBED, UNCOMPACTED
INSITU SOIL - INFILTRATION
RATES GREATER THAN 1"/HOUR
3" SHREDDED WOOD MULCH
(MnDOT TYPE 6)
SUGGESTED MIN. PLANTING MEDIUM DEPTH 30"
WITH A WELL BLENDED MIXTURE (BY VOLUME):
50-60% HOMOGENOUS CONSTRUCTION SAND
20-30% ORGANIC LEAF COMPOST
20-30% NATIVE TOPSOIL
PLANT MATERIAL TOLERANT OF INUNDATION
AND DROUGHT. NATIVE PLANTS RECOMMENDED.
3H:1L MAX.30"DDEPTH REQUIRED TO DRAIN
PRACTICE IN 48 HOURS OR LESS,
NOT TO EXCEED 18".
RIBBON CURB
PAVEMENT
LOUCKS
BIORETENTION BASIN
DRAWN 2/2016
LOUCKS PLATE NO.
4315LOUCKS
SUGGESTED CONSTRUCTION SEQUENCING (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS)
1.INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.
2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS.
3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT.
4.INSTALL ALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, NATURAL GAS, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE.
5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION, LEAVE A MINIMUM OF 1 FEET OF COVER
OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING.
6.COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS.
7.CONSTRUCT AND VEGETATE BIORETENTION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE THAT CRITICAL ELEVATIONS, SUCH AS
UNDERDRAIN INVERT, TOP OF MEDIA, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE (IF PRESENT) ARE CORRECT.
8.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED.
GENERAL NOTES (NOTE TO DESIGNER: EDIT AS NEEDED TO MEET PROJECT REQUIREMENTS)
1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE
PRIOR TO CONTINUING CONSTRUCTION.
2.SEE MINNESOTA STORMWATER MANUAL FOR SUBGRADE PREPARATION.
MATERIAL SPECIFICATIONS: BIOFILTRATION SOIL MIX D: (BY VOLUME)
COARSE SAND: 65 PERCENT
TOPSOIL: 25 PERCENT (NO CLAY CONTENT)
COMPOST(MNDOT GR. 2): 10 PERCENT (NO CLAY CONTENT)
888 888
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 10 /15 / 2020 3:26 PMW:\2020\20327\CADD DATA\LANDSCAPE\_dwg Sheet Files\L20327 L1-1 Landscape PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
10-16-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
20327
TWM
GAJ
TWM
10-16-20
10-16-20NSCALE IN FEET
0 30 60
TREE CANOPY
PLAN
L1-1
TREE CANOPY COVERAGE
EXISTING CANOPY COVERAGE
TREE CANOPY LEGEND
PROPOSED CANOPY COVERAGE TO REMAIN
NET SITE AREA
OUTLOT 'A' AND PRIVATE ROAD
EXISTING CANOPY COVERAGE
REQUIRED MINIMUM CANOPY COVERAGE
(LOW DENSITY RESIDENTIAL)
PROPOSED CANOPY COVERAGE
TO REMAIN
DIFFERENCE BETWEEN PROPOSED
CANOPY COVERAGE AND REQUIRED
CANOPY COVERAGE =D-C
A
B
C
D
E
DESCRIPTION %SQUARE
FEET ACRES
TREE CANOPY CALCULATION
59,059
100%
1.34
45,786
122,379
27,878 0.64
2.81
39%
30%
TOTAL AREA 150,257 3.45
45,077 1.03
30.5%1.05
709
ADDITIONAL CANOPY REQUIRED - 0
SITE BO
U
N
D
A
R
Y
SITE BOUNDARY SITE BOUNDARYSITE BOUNDARY1
2 3
4
5
6
7 8
9
11
10
12
13 14
15
16
17
18
19 20
21
22
23
24
25
26 27
28
29
31
323033
34
35
36
37
38
39
454044
41 46
48
50
47
49
42
43
51
52
53
58
34
54
56 59
55
57
SIGNIFICANT TREE TABLE
DISPOSITIONSPECIESDIAM / HT
2
TREE #
MAPLE
1 ELM
3
4
5
6
7
8
23"
9
OAK
10
12
15"
11
15"
13
14
19"
15
16
17
15"
18
19
20
22
21
23
24
25
26
27
28
29
30
32
31
33
34
35
36
37
38
39
40
42
41
43
44
45
46
47
48
49
50
52
51
53
54
55
56
SPRUCE
PINE
16"
SAVED
SAVED
57
58
59
PINE
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
ASH
MAPLE
MAPLE
MAPLE
MAPLE
OAK
OAK
OAK
OAK
OAK
APPLE
WALNUT
WALNUT
WALNUT
WALNUT
WALNUT
WALNUT
ELM
ELM
WALNUT
PINE
PINE
PINE
PINE
PINE
PINE
PINE
PINE
PINE
PINE
SAVED
SAVED
REMOVED
REMOVED
REMOVED
REMOVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
SAVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
REMOVED
21.5"
17.5"
19.5"
11"
19"
17.5"
17.5"
17.5"
17.5"
13"
13"
13"
13"
18.5"
10"
10"
10"
10"
10"
10"
12"
12"
12"
13.5"
13.5"
13.5"
13.5"
15.5"
15.5"
15.5"
11.5"
11.5"
11.5"
17"
17"
17"
25"
25"
25"
25"
21"
29"
11"
14"
12.5"
16.5"
22"
15.5"
11"
10.5"
14"
20"
19"
REMOVED
REMOVED
888 8881
AB
1
AB
1
AB
2
BS 2
CH 3
WP
3
RB
DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT CAL
AB 3 AUTUMN BLAZE MAPLE Acer freemanii `Autumn Blaze`B & B 2.5"Cal
RB 3 RIVER BIRCH Betula nigra B & B
CH 2 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal
EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT CAL
BS 2 BLACK HILLS SPRUCE Picea glauca `Densata`B & B
WP 3 WHITE PINE Pinus strobus B & B 6` MIN. HGT.
PLANT SCHEDULE
GENERAL NOTES
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL
INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS
RELATING TO THE NATURE AND SCOPE OF WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES
WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE
PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS,
CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING
PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED
AT NO COST TO THE OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL
UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE
NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION /
MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).
ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO
NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO
REMAIN.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND
OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED
TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY
ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND
NOTIFY LANDSCAPE ARCHITECT OF SAME.
THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS
AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED
TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO
MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN
ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 10 /15 / 2020 3:32 PMW:\2020\20327\CADD DATA\LANDSCAPE\_dwg Sheet Files\L20327 L1-1 Landscape PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
10-16-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
20327
TWM
GAJ
TWM
10-16-20
10-16-20
LANDSCAPE
PLAN
L2-1
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
SITE BO
U
N
D
A
R
Y
SITE BOUNDARY SITE BOUNDARYSITE BOUNDARYNSCALE IN FEET
0 30 60
LANDSCAPE PLAN
GROUNDCOVER LEGEND
SOD / TOPSOIL - SEE NOTES
MNDOT NATIVE SEED MIX 33-261
STORMWATER
MNDOT NATIVE SEED MIX 35-241
MESIC PRAIRIE GENERAL
MNDOT SEED MIX 25-131
LOW MAINTENANCE TURF
LANDSCAPE INSTALLATION
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING
INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.
NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND
CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF
SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL,
SLAB, CURB, ETC.
SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE
AREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREAS
SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH
MNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR
GREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1S BLANKET
CONFORMING WITH MNDOT 3885.
SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD
SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE
STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE
SWALES, THE SOD SHALL BE STAKED TO THE GROUND.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF
THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN
ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL
SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM
SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO
V-CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3'
ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN
BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE.
ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE
SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL
FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING.
PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN
QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.
NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS
APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE
LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID
AND/OR QUOTATION.
ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN
ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT
MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE
ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.
ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH
A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL
PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED
FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF
GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER
SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING
SPRING IN THE TREE SAUCER.
ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL
FLAGGING AND LABELS FROM PLANTS.
WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER
IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY,
WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE.
WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND
REMOVE ALL WRAPPING AFTER 5-1.
MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH
UNIFORM PIECE SIZE. ALL TREES NOT IN PLANTING BEDS TO RECEIVE
4" DEEP MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE
TRUNK.
SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER
MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.
IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY
DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY
OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT
ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE
DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
PRIOR TO PROCUREMENT AND/OR INSTALLATION.
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER
ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE
IMPROVEMENTS.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL
NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE.
ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO
OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A
MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED
TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL.
CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH
ONE CALENDAR YEAR BEGINNING ON THE DATE OF ACCEPTANCE BY
THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF
ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE
CONSIDERED.
UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING
PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM
THE TIME GROUND HAS THAWED TO JUNE 15.
FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 -
NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15;
DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO
NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM
AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST
FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT
RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING
BY THE LANDSCAPE ARCHITECT.
PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF
EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW
GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT
SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT
TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND
JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE
UNAVOIDABLE.
LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION
THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO
ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.
CONIFEROUS TREE PLANTING LOUCKS
Coniferous Tree Planting.dwgSCALE: 1/2" = 1'-0"
2 x ROOT BALL WIDTH
THE CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING ALL TREES IN A
PLUMB POSITION THROUGH THE
WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED.
ANY STAKING MUST CONFORM WITH
PRACTICES AS DEFINED IN A.N.A.
GUIDELINES FOR STANDARD
PRACTICES.
PRUNE ANY DAMAGED BRANCHES
AFTER PLANTING IS COMPLETE.
16"x2" POLYPROPYLENE OR
POLYETHYLENE STRAP
SAFETY FLAGGING - ONE PER WIRE
BACKFILL WITH IN SITU TOPSOIL
WOOD STAKE (OPTIONAL)
EDGE VARIES - SEE PLAN
CONTRACTOR IS RESPONSIBLE FOR
TESTING PERCOLATION RATES PRIOR
TO PLANTING. NOTIFY LANDSCAPE
ARCHITECT IMMEDIATELY IF POOR
DRAINAGE EXISTS.
ROOT BALL SET ON UNDISTURBED
SUBGRADE
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
WATER TREE THOROUGHLY DURING
PLANTING OPERATIONS. PLACE
BACKFILL IN 8-12" LIFTS AND
SATURATE SOIL WITH WATER. DO
NOT COMPACT MORE THAN
NECESSARY TO MAINTAIN PLUMB.
MULCH - 4" DEEP - SEE NOTES OR
SPECS. MULCH MUST NOT BE IN
CONTACT WITH TRUNK.
2LOUCKS
Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0"
2x ROOT BALL WIDTH
CONTRACTOR IS RESPONSIBLE FOR
TESTING PERCOLATION RATES PRIOR
TO PLANTING. NOTIFY LANDSCAPE
ARCHITECT IMMEDIATELY IF POOR
DRAINAGE EXISTS.
SET PLANT ON UNDISTURBED NATIVE
SOIL
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
EDGE VARIES - SEE PLAN
WOOD STAKE (OPTIONAL)
MULCH - 4" DEEP. NO MULCH IN
CONTACT WITH TRUNK - SEE NOTES
OR SPECS.
ROOT FLARE EVEN WITH OR JUST
ABOVE GRADE.
SAFETY FLAGGING - ONE PER WIRE
TREE WRAP TO FIRST BRANCH
16"x2" POLYPROPYLENE OR
POLYETHYLENE STRAP
WATER TREE THOROUGHLY DURING
PLANTING OPERATIONS. PLACE
BACKFILL IN 8-12" LIFTS AND
SATURATE SOIL WITH WATER. DO
NOT COMPACT MORE THAN
NECESSARY TO MAINTAIN PLUMB.
CUT BACK WIRE BASKET
PRUNE DAMAGED AND CROSSING
BRANCHES AFTER PLANTING IS
COMPLETE.
THE CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING ALL TREES IN A
PLUMB POSITION THROUGH THE
WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED.
ANY STAKING MUST CONFORM WITH
PRACTICES AS DEFINED IN A.N.A.
GUIDELINES FOR STANDARD
PRACTICES
BACKFILL WITH IN SITU TOPSOIL
DECIDUOUS TREE PLANTING1
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 10 /15 / 2020 3:33 PMW:\2020\20327\CADD DATA\LANDSCAPE\_dwg Sheet Files\L20327 L1-1 Landscape PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
DEER HAVEN
CHANHASSEN, MN
KEN ASHFELD
6480 YOSEMITE AVE.
CHANHASSEN, MN 55331
10-16-20 PRELIMINARY SUBMITTAL
C0-1 COVER SHEET
C1-1 EXISTING CONDITIONS PLAN
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAN
C3-2 SWPP PLAN
C3-3 SWPP NOTES & DETAILS
C4-1 UTILITY PLAN
C8-1 DETAIL SHEET
L1-1 TREE CANOPY PLAN
L2-1 LANDSCAPE PLAN
L3-1 LANDSCAPE DETAILS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
20327
TWM
GAJ
TWM
10-16-20
10-16-20
LANDSCAPE
DETAILS
L3-1