HomeMy WebLinkAboutItem 071
City of Lakeville
Planning Department
Memorandum
To Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: September 17, 2015
Subject: Packet Material for the September 24, 2015 Planning Commission Meeting
Agenda
Item: Lakeville Commerce Center 4th Addition Preliminary and Final Plat
Application Action Deadline: December 10, 2015
INTRODUCTION
Representatives of Lakeville Land, LTD have submitted preliminary and final plat
applications and plans for development of 25.78 acres of property currently described as
Outlot F, Morgan Square and Lot 1 and Lot 2, Block 2, Lakeville Commerce Center, located
at the southwest corner of Keokuk Avenue and 210th Street (CSAH 70). The proposed
preliminary and final plat is a replat of Lakeville Commerce Center approved in 1990 and
Outlot F, Morgan Square approved in 2002 and will include three lots and two outlots.
The property is zoned C-3, General Commercial District and RM-2, Medium Density
Residential District.
The plans have been distributed to the Engineering Division, the Parks and Recreation
Department, and the Parks, Recreation and Natural Resources Committee.
EXHIBITS
A. Zoning Map
B. Aerial Photo
C. Preliminary Plat
D. Final Plat
E. Existing Conditions Property Survey
F. Site Plan
G. Grading Plan
H. Utility Plan
2
I. Wetland Impact Plan
J. Erosion Control Plans (2 Pages)
K. Landscape Plans (2 Pages)
L. Tree Inventory/Preservation Plan
M. Dakota County Plat Commission Letter dated April 6, 2015
Surrounding Land Uses and Zoning:
North – Allina Clinic, Morgan Square Townhomes and undeveloped commercial
property (C-3 and District and PUD)
South – 210th Street (CSAH 70) and undeveloped commercial property (C-3 District)
East – Kenyon Avenue, SuperAmerica and undeveloped commercial property
(C-3 District)
West – Future Keswick Loop North and undeveloped medium density residential
(RM-1 District)
STAFF ANALYSIS
I. PRELIMINARY AND FINAL PLAT.
a. Comprehensive Plan. The subject property is guided Commercial in the 2008
Comprehensive Land Use Plan and is located in Planning District No. 6, which
includes the area west of Interstate 35 and north of 210th Street (CSAH70). The
Comprehensive Land Use Plan guides the subject property for commercial and
medium density residential land uses. The commercial use of the three lots included
in the preliminary and final plat is consistent with the 2030 Land Use Plan and
Planning District No 6.
b. Zoning. The property is zoned C-3, General Commercial District and RM-2,
Medium Density Residential District. The portion of the proposed preliminary and
final plat with the three commercial lots is zoned C-3 District. The northwest portion
of proposed Outlot B is zoned RM-2, Medium Density Residential District. Outlot B
will require approval of a preliminary and final plat prior to development. The
proposed conceptual commercial land uses on the three lots would be allowed in
the C-3 District.
c. Lots/Blocks. The Lakeville Commerce Center 4th Addition preliminary and final plat
consists of three lots and two outlots totaling 25.78 acres. All three lots meet C-3
District minimum lot area and lot width requirements.
d. Outlots. Two outlots are proposed. Outlot A is .54 acres in area and will be
retained by the developer for use as a shared driveway access to and from Kenyon
Avenue for all three commercial lots. Outlot B is 17.95 acres in area and will be
3
retained by the developer for future development and wetland preservation. Outlot
B will require approval of a preliminary and final plat prior to development.
Right-of-way dedication and construction of Keswick Loop North will be required
when Outlot B is final platted into lots and blocks. The City’s Transportation Plan
shows Keswick Loop North extending north from 210th Street (CSAH 70) to tie into
the existing 207th Street stub located south of the Lakeville 21 Theatre. 207th Street
and Keswick Loop North are classified as minor collector roads in the City’s
Transportation Plan.
e. Streets. The preliminary and final plat of Lakeville Commerce Center 4th Addition
has frontage on both Keokuk Avenue and 210th Street with access only allowed onto
Keokuk Avenue. The three lots will use a shared driveway access within Outlot A. The
shared driveway arrangement is required to provide access to Lot 3 due to Dakota
County’s access restrictions to 210th Street (CSAH 70). Keokuk Avenue is designated as
a major collector street and 210th Street is designated as a principal arterial road
arterial in the City’s Transportation Plan.
The preliminary and final plat includes right-of-way dedication for Kenyon Avenue and
210th Street (CSAH 70). The developer will construct turn lanes and extend the raised
median on Keokuk Avenue to the north from the intersection with 210th Street.
The Dakota County Plat Commission recommended approval of the preliminary and
final plat at their April 6, 2015 meeting. The Dakota County Plat Commission letter
dated April 9, 2015 is attached.
f. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion
control and utility plans have been submitted with the Lakeville Commerce Center
4th Addition preliminary and final plat. The plans include the construction of private
stormwater management basins to serve the stormwater management needs from
the development. A stormwater basin maintenance agreement will be required as a
condition of final plat approval for the private stormwater basins and any storm
sewer facilities draining to the basins. The existing City sanitary sewer and water
systems adjacent to the plat are adequate to accommodate the proposed
commercial buildings. Private sewer and water lines will be extended to serve the
three commercial lots.
Grading, drainage, erosion control, and utility issues are addressed in the engineering
review memo prepared by Matt Decur, Civil Engineer and Mac Cafferty, Environmental
Resources Manager dated September 17, 2015. A copy of the engineering report is
attached for your review. The Engineering Division recommends approval of the
Lakeville Commerce Center 4th Addition preliminary and final plat subject to the
comments outlined in the engineering report.
4
g. Wetlands. The wetland delineation prepared and submitted for the preliminary and
final plat identified wetland areas within the boundaries of the property proposed to be
preliminary and final platted. The preliminary and final plat plans have incorporated the
wetland delineation and required wetland buffers.
h. Tree Preservation. The tree preservation plan identifies 49 significant trees on
the site. The development of Lakeville Commerce Center 4th Addition will remove
five trees for site grading and construction.
i. Sidewalks and Trails. An eight foot wide concrete sidewalk will be constructed
along the west side of Keokuk Avenue between the sidewalk installed by Allina
Clinic to the trail along the north side of 210th Street (CSAH 70).
j. Park Dedication. Lakeville Commerce Center 4th Addition is subject to the
commercial park dedication fee since the Park and Open Space Plan does not
identify need for park purposes in the vicinity of this preliminary and final plat. The
Lakeville Commerce Center 4th Addition park dedication requirement $13,770.47 as
outlined in the September 17, 2015 engineering report. Outlot B will require
payment of park dedication upon final plat approval.
II. SITE PLAN REVIEW
Section 11-73-3 of the Zoning Ordinance allows commercial uses in the C-3, General
Commercial District. The proposed site plan shows conceptual layouts of the three lots
with building square footage, setbacks and estimated parking calculations for each.
Actual site plan and landscape plan approvals for each lot will be required at the time of
proposed building construction on each of the three lots. The number of parking
spaces will be calculated based on the proposed square footage and use of each
building. The following is a review of the site plan submitted with the preliminary and
final plat based on Zoning and Subdivision Ordinance requirements:
Landscaping/Screening. The conceptual landscape plan proposes 100 trees
disbursed throughout the three lots. The proposed landscape materials meet the
requirements of the Zoning Ordinance for size and species of plant materials as
guided by the Corridor and Gateway Design Guidelines. The landscaped areas of
the property will be irrigated as identified on the landscape plan and in compliance
with Zoning Ordinance requirements.
Parking/Circulation. Access to the site will be from a single access on Keokuk
Avenue which will act as a shared driveway for all three lots. The location of this
access was determined by the existing and proposed topography of the property
and following a study by the City’s traffic engineering consultant, SRF. The location
of the driveway onto Kenyon Avenue is considered acceptable provided that sight
5
visibility is maintained and the required turn lane improvements are implemented
on Keokuk Avenue.
Each of the conceptual buildings on the tree lots show general compliance with
parking requirements for retail and/or office uses. Restaurant and multi-tenant uses
require more parking that retail uses, so the actual number of parking spaces will
not be known until a separate site plan application is submitted at the time building
construction is proposed. The Zoning Ordinance determines the required number
of parking spaces as follows:
Multi-Tenant Commercial – One parking space for each 160 square feet of
building floor area
Retail/Office (less than three tenants per building) – One space per 200 square
feet
Restaurant – One space per each 15 square feet of customer queuing; one space
for each 40 square feet of seating area and one space for each 80 feet of kitchen
area.
Building exterior design, building height, roof-top mechanical equipment screening,
exterior lighting, designated loading/unloading areas and trash enclosure location
will be addressed at the time of Site Plan approval for each lot. The C-3 District
requires specific minimum exterior building material requirements, a maximum
building height of 35 feet, roof-top mechanical equipment screening and trash
enclosure design and setback requirements.
Snow Storage. Snow storage must be maintained outside any required parking spaces
and must occur on private property. Any excess snow shall be hauled off site.
RECOMMENDATION
Planning Department staff recommends approval of the Lakeville Commerce Center 4th Addition
preliminary and final plat subject to the following stipulations:
1. Implementation of the recommendations listed in the September 17, 2015
engineering report.
2. Implementation of the recommendations of the Parks, Recreation and Natural
Resources Committee.
3. A Site Plan Application shall be submitted for each lot prior to building construction and
issuance of a building permit.
6
4. Landscaping shall be installed upon approval of separate site plan applications at
the time each of the three lots is proposed for development. The landscaping of
each of the three lots shall be in general compliance with the landscape plan
approved with the preliminary and final plat.
5. All signs shall comply with Zoning Ordinance requirements. A comprehensive sign plan
shall be submitted for staff review prior to the issuance of any sign permits.
6. Convenience food restaurants with drive-through service will require approval of a
conditional use permit.
7. Site and building lighting shall be installed consistent with a lighting plan and
photometric plan consistent with Site Plan Application approval when the three lots are
proposed for development.
8. All exterior building materials shall meet Zoning Ordinance requirements.
9. Each lot shall include a designated loading area as required by the Zoning
Ordinance.
10. The sight visibility at driveway accesses shall at all times be kept clear of visual
obstructions, including snow storage.
11. Snow storage shall not occur within required parking spaces and shall not infringe
upon vehicle site circulation or sight visibility.
12. A signed shared driveway access agreement between all three lots shall be
submitted prior to issuance of a building permit for any lot. Driveway access for
the three lots shall be from a shared driveway within Outlot A.
13. A stormwater basin maintenance agreement will be required as a condition of
final plat approval for the private stormwater basins and any storm sewer facilities
draining to the basins.
14. Right-of-way dedication and construction of Keswick Loop North will be required
when Outlot B is final platted into lots and blocks.
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
DL
RMB
03/11/2014
LAK20178
Registration No. Date:
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LAND SURVEYOR
under the laws of the State of Minnesota.
If applicable, contact us for a wet signed copy of this
survey which is available upon request at Sambatek's,
Minnetonka, MN office.
07/09/201521729
Rick M. Blom
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C3.01
PRELIMINARY
PLAT
Lots 1 and 2, Block 2, LAKEVILLE COMMERCE CENTER, according to the recorded plat thereof, Dakota
County, Minnesota.
TOGETHER WITH
Outlot F, MORGAN SQUARE, according to the recorded plat thereof, Dakota County, Minnesota.
FOUND MONUMENT
SET MONUMENT
MARKED LS 47481
ELECTRIC METER
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
FLARED END SECTION
ELECTRIC TRANSFORMER
AIR CONDITIONER
GUY ANCHOR
HANDICAP STALL
UTILITY POLE
POST
SIGN
TELEPHONE PEDESTAL
GAS METER
EASEMENT LINE
SETBACK LINE
RESTRICTED ACCESS
BUILDING LINE
BUILDING CANOPY
CONCRETE CURB
BITUMINOUS SURFACE
CONCRETE SURFACEOVERHEAD WIRE
WETLAND
WETLAND BUFFER
TOTAL SITE AREA:1,123,105 S.F. or 25.783 Acres
PROPERTY OWNER/SUBDIVIDER:
DESIGNER:
LAKEVILLE LAND LTD.
1049 RIDGE ROAD
LINVILLE, NC 28646
SAMBATEK, INC.
12800 WHITEWATER DR SUITE 300
MINNETONKA, MN 55343
0
SCALE IN FEET
80 160
LEGEND
DESCRIPTION
PROPERTY SUMMARY
CONTACT INFORMATION
A 04/02/15 JMW CITY COMMENTS
B 07/09/15 DL UPDATE WETLAND
DELINEATION, SIGNATURE
B
EXHIBIT C
0
SCALE IN FEET
80 160
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET
AND MARKED BY LICENSE NO. 21729 UNLESS
OTHERWISE SHOWN.
DENOTES 1/2 INCH IRON MONUMENT FOUND UNLESS
OTHERWISE SHOWN.
DENOTES SECTION CORNER MONUMENT.
THE WEST LINE OF OUTLOT F, MORGAN SQUARE, IS
ASSUMED TO HAVE A BEARING OF NORTH 00 DEGREES
02 MINUTES 52 SECONDS EAST.
VICINITY MAP
SECTION 26, TOWNSHIP 114N, RANGE 21W,
DAKOTA COUNTY, MINNESOTA
SITE
SHEET 2 OF 2 SHEETS
LAKEVILLE COMMERCE CENTER 4TH ADDITION
EXHIBIT D
SCALE IN FEET
0 16080
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No. Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
1. SUBJECT PROPERTIES ADDRESS IS XXX, ITS PROPERTY IDENTIFICATION NUMBER: 22-48800-060-00.
2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 19.554 ACRES OR 851,698 SQUARE FEET.
3. THE SUBJECT PROPERTY IS ZONED R2 & C-3 GENERAL COMMERCIAL DISTRICT, PER CITY OF LAKEVILLE.
1. THE BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM, NAD83 (1986
ADJUST). WITH AN ASSUMED BEARING OF NORTH 88 DEGREES 34 MINUTES 51 SECONDS EAST FOR
THE NORTH LINE OF NORTHEAST QUARTER, SECTION 35, TOWNSHIP 114, RANGE 21. THE
ORIGINATING MONUMENTS UTILIZED TO ESTABLISH THE HORIZONTAL POSITION OF THIS SURVEY
WAS THE NORTHEAST CORNER AND THE NORTH QUARTER CORNER OF SAID SECTION.
2. FIELD WORK WAS COMPLETED ON 06/12/2008.
FOUND MONUMENT
SET MONUMENT
ELECTRIC METER
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
FLARED END SECTION
ELECTRIC TRANSFORMERAIR CONDITIONER
GUY ANCHOR
HANDICAP STALL
UTILITY POLE
GUARD POST
BOLLARD
SIGN
TELEPHONE PEDESTAL
UE
UT
UG GAS METER
OVERHEAD WIREOW
CHAIN LINK FENCE
IRON FENCE
WIRE FENCE
WOOD FENCE
EASEMENT LINE
SETBACK LINE
RIGHT OF ACCESS
BUILDING LINE
BUILDING CANOPY
CONCRETE CURB
BITUMINOUS SURFACE
CONCRETE SURFACE
LANDSCAPE SURFACE
DECIDUOUS TREE
CONIFEROUS TREE
1. THE VERTICAL DATUM IS BASED ON NGVD29-NAVD88 . THE ORIGINATING BENCH MARKS ARE XXX AND
XXX, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE
BENCHMARK #1
TOP NUT OF HYDRANT ON THE NORTH SIDE OF C.S.A.H. NO. 70 (210TH STREET) 1140 FEET WEST OF
THE INTERSECTION OF C.S.A.H. NO. 70 AND KEOKUK AVENUE. ELEV.=1105.14
BENCHMARK #2
TOP NUT OF HYDRANT ON THE NORTH SIDE OF 207TH STREET WEST, 685 FEET WEST OF TJE
INTERSECTION OF 207TH STREET WEST AND KEOKUK AVENUE. ELEV.=1074.29
LEGEND
DESCRIPTION
PROPERTY SUMMARY (OUTLOT F)
BENCHMARKS
SURVEY NOTES
Lots 1 and 2, Block 2, LAKEVILLE COMMERCE CENTER, according to the recorded plat thereof, Dakota
County, Minnesota.
TOGETHER WITH
Outlot F, MORGAN SQUARE, according to the recorded plat thereof, Dakota County, Minnesota.
PROPERTY OWNER/SUBDIVIDER:
DESIGNER:
LAKEVILLE LAND LTD.
1049 RIDGE ROAD
LINVILLE, NC 28646
SAMBATEK, INC.
12800 WHITEWATER DR SUITE 300
MINNETONKA, MN 55343
CONTACT INFORMATION
PROPERTY SUMMARY (LOTS 1 & 2, BLOCK 2)
1. SUBJECT PROPERTIES ADDRESS IS XXX, ITS PROPERTY IDENTIFICATION NUMBER IS LISTED BELOW.
Parcel 1:
Lot 1, Block 2 22-44340-010-02
Lot 2, Block 2 22-44340-020-02
2. THE GROSS AREA OF THE SUBJECT PROPERTY IS
Lot 1, Block 2 = 133,346 SF / 3.06 AC
Lot 2, Block 2 = 137,991 SF / 3.17 AC
3. THE SUBJECT PROPERTY IS ZONED C-3, PER CITY OF LAKEVILLE.
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C2.01
EXISTING
CONDITIONS
EXHIBIT E
SCALE IN FEET
0 10050
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No. Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
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C3.02
SITE PLAN
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SAWCUT LINE
NUMBER OF PARKING
STALLS PER ROW
SIGN
PIPE BOLLARD
STANDARD DUTY
ASPHALT PAVING
HEAVY DUTY
ASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
KEY NOTES
WETLAND LIMITS
TREELINE
A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS.
B. B-612 CONCRETE CURB AND GUTTER.
C. B-618 6CONCRETE CURB AND GUTTER.
D. TIP OUT CURB SECTION
E. CONCRETE APRON
F. FLAT CURB SECTION.
G. SEGMENTAL BLOCK RETAINING WALL
H. ACCESSIBLE RAMP.
AREA
OUTLOT A
LOT 1, BLOCK 1
LOT 2, BLOCK 1
LOT 1, BLOCK 2
GROSS SITE AREA
PARKING SETBACKS
FRONT
SIDE
REAR
*SIDE AND REAR YARD SETBACKS SHALL BE INCREASED TO FRONT YARD SETBACK
REQUIREMENTS WHEN SUCH SIDE OR REAR YARD ABUTS AN "R" DISTRICT.
BUILDING SETBACKS
FRONT YARD
REAR YARD
REAR YARD ABUTTING A RESIDENTIAL ZONED PROPERTY
SIDE YARD
SIDE YARD ABUTTING A STREET OR RESIDENTIAL ZONED PROPERTY
WETLAND BUFFER BUILDING SETBACKS
SIDE YARD
REAR YARD
MAXIMUM BUILDING HEIGHT
ZONING
EXISTING ZONING
PROPOSED ZONING
A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
B. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
D. REFER TO PRELIMINARY PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
E. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
F. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY
EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL
PONDS.
DEVELOPMENT SUMMARY
DEVELOPMENT NOTES
23,743 SF 0.55 AC
106,630 SF 2.45 AC
77,818 SF 1.79 AC
86,459 SF 1.98 AC
294,650 SF 6.77 AC
15 FEET
5 FEET
5 FEET
30 FEET
10 FEET
30 FEET
10 FEET
30 FEET
10 FEET
20 FEET
THREE (3) STORIES OR THIRTY FIVE (35') WHICHEVER IS LESS
C-3
C-3
XX
NOTE:
KEOKUK AVE. IS SHOWN SCHEMATICALLY, FINAL DESIGN
TO BE COORDINATED WITH THE CITY AND COUNTY
EXHIBIT F
SCALE IN FEET
0 100'50'
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No. Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
BUILDING
RETAINING WALL
PROPERTY LIMIT
EXISTINGPROPOSED
LEGEND
WETLAND LIMITS
TREELINE
STORM SEWER
902
SOIL BORINGS
1042.56
ST 5
DRAINTILE
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
D
962.5
X
962.5
X
902
SPOT ELEVATION
CONTOUR
RIP RAP
OVERFLOW ELEV.
CURB & GUTTER
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C4.01
GRADING PLAN
UNDISTURBED, UNCOMPACTED
INSITU SOIL
FILTER MEDIA UNCOMPACTED IN 6" LIFTS
HOMOGENOUS BLEND OF 70% SAND (5%
PASSING THE #200 SIEVE, MAXIMUM OF
60% PASSING THE #40 SIEVE) 30%
ORGANIC (PEAT MOSS, HYPNUM OR
SPHAGNUM) (BY VOLUME)
PH=5.5-7.0
NON-WOVEN GEOTEXTILE (MnDOT TYPE 1)
OVER GRAVEL BLANKET - EXTENDING 1-2'
FROM UNDERDRAIN PIPE SIDES.
UNDERDRAIN GRAVEL BLANKET
1-1.5" DOUBLE WASHED STONE
PERFORATED UNDERDRAIN OUTLET PIPE
8" MIN. DIAMETER
MIRAFI NT 100 OR APPROVED EQUAL
PLANT MATERIAL TOLERANT OF INUNDATION
AND DROUGHT. NATIVE PLANTS RECOMMENDED.
(SEE LANDSCAPE PLAN)
BOTTOM ELEVATION
SEE SHEET C-5.02 OR CG-5.02
ORGANIC CONTENT SHALL BE A MINIMUM OF 1% PER ASTM D 2974
N.T.S.
FILTRATION BASIN
EXHIBIT G
SCALE IN FEET
0 10050
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C6.01
UTILITY PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No. Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
TELEPHONE
ELECTRIC
GAS LINE
FORCEMAIN (SAN.)
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
D
S S
SLS
LEGEND
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
EXHIBIT H
SCALE IN FEET
0 100'50'
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No. Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
BUILDING
RETAINING WALL
PROPERTY LIMIT
EXISTINGPROPOSED
WETLAND LIMITS
TREELINE
STORM SEWER
902
SOIL BORINGS
1042.56
ST 5
DRAINTILE
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
D
962.5
X
962.5
X
902
SPOT ELEVATION
CONTOUR
RIP RAP
OVERFLOW ELEV.
CURB & GUTTER
EXISTING WETLAND BUFFER AREA = 25,477 SF
PROPOSED WETLAND BUFFER AREA = 25,582 SF
WETLAND BUFFER IMPACT LEGEND
Sep 10, 2015 - 2:01pm - User:117 L:\PROJECTS\LAK20178\dwg\20178.01\preliminary\20178.01-C4-GRADE.dwg
C4.02
WETLAND
IMPACT PLAN
EXHIBIT I
SCALE IN FEET
0 10050
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No. Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
Sep 10, 2015 - 2:02pm - User:117 L:\PROJECTS\LAK20178\dwg\20178.01\preliminary\20178.01-C5-EROS.dwg
C5.01
PHASE 1
EROSION
CONTROL PLAN
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
LIMITS OF DRAINAGE
SUB-BASIN
INLET PROTECTION DEVICE 1
INLET PROTECTION DEVICE 2
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
902902CONTOUR
RIP RAP
CHECK DAM
PA-10
SILT FENCE
SOIL BORINGS ST-9
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
TSM
TS
SB
SILT DIKE
BIO-ROLL
LEGEND
D
EXHIBIT J
SCALE IN FEET
0 10050
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No.Date:03/11/201550475
Eric T. Luth
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
Sep 10, 2015 - 2:02pm - User:117 L:\PROJECTS\LAK20178\dwg\20178.01\preliminary\20178.01-C5-EROS.dwg
C5.02
PHASE 2
EROSION
CONTROL PLAN
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
LIMITS OF DRAINAGE
SUB-BASIN
INLET PROTECTION DEVICE 1
INLET PROTECTION DEVICE 2
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
902902CONTOUR
RIP RAP
CHECK DAM
PA-10
SILT FENCE
SOIL BORINGS ST-9
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
TSM
TS
SB
SILT DIKE
BIO-ROLL
LEGEND
D
SCALE IN FEET
0 10050
NOT USED
TURF (SOD) HATCH
MNDOT SEED MIX 33-361 @35lbs/Ac
USE FIBER MAT & STAKE IF SLOPE EXCEEDS 3:1
NOT USED
WOOD MULCH
NOT USEDMETAL EDGER
BOTANICAL NAME
DECIDUOUS TREES
KEY COMMON NAME
2.5" BB 9
SIZE ROOT QTY.
2.5" BB 7
2.5" BB 8
Gleditsia triacanthos SHADEMASTER HONEYLOCUST
2.5" BB 8Celtis occidentalis HACKBERRY
2.5" BB 9Acer rubrum 'Nothwoods'NORTHHWOODS MAPLE
var. inermis 'Shademaster'
Quercus bicolor SWAMP WHITE OAKWO
HL
BL
HB
RM
Tilia americana 'Boulevard' BOULEVARD LINDEN
ST
R
A
I
T
L
E
A
D
E
R
N
O
"
V
"
C
R
O
T
C
H
2.5" BB 4Acer platanoides "Parkway Norway'PARKWAY NORWAY MAPLESM
RIVER BIRCH 2" BB 4
ORNAMENTAL TREES
Betula nigra
AUTUMN BRILLIANCE SERVICEBERRY 2" BB 14Amelanchier x grandiflora
'Autumn Brilliance'
RB
SB
ST
R
A
I
T
L
E
A
D
E
R
NO
"
V
"
C
R
O
T
C
H
SPRING SNOW CRABAPPLE 2" BB 7Malus x 'Spring Snow'SS
EVERGREEN TREES
BLACK HILLS SPRUCE 8' BB 13Picea glauca var. DensataBH
FU
L
L
F
O
R
M
TO
G
R
A
D
E
11AUSTRIAN PINE 8' BBPinus nigraCB
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S
CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
SP 6SCOTCH PINE 8' BBPinus sylvestris
PLANT SCHEDULE
LANDSCAPE LEGEND
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at
Sambatek, Minnetonka, MN office.
Registration No. Date:03/11/201512345
William Delaney
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
LANDSCAPE PLAN - TREES1
L1.01 1"=50'
Sep 10, 2015 - 2:04pm - User:117 L:\PROJECTS\LAK20178\dwg\20178.01\preliminary\20178.01-L1-LAND.dwg
L1.01
LANDSCAPE
PLAN - TREES
NOTES
GENERAL NOTES:
1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING
TO THE NATURE AND SCOPE OF THE WORK.
2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND
PERMITS GOVERNING THE WORK.
4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS
DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO
THE OWNER.
5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES
AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. 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.
6. THE CONTRACT SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER
CONTRACTORS WORKING ON SITE.
7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY
AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK.
8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN
THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES
SHOWN ON THE PLAN.
9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.
10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION
TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED
BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.
11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.
12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.
PLANTING NOTES:
1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE
IMMEDIATE AREA.
2. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST
EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY
REQUIREMENTS FOR PLANT MATERIALS.
3. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.
4. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN
OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.
5. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.
6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
7. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY
BEFORE, DURING, OR AFTER INSTALLATION.
8. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE
ARCHITECT.
9. 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.
10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
11. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS
MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS.
SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON
DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS
OTHERWISE DIRECTED.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE
WORK SHOWN ON THE PLAN.
13. USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR
EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE
SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD.
14. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL
AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY
WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL,
STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10
FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE
THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.
15. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION.
PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED.
16. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS
OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND
PLANTS.
17. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT
INSTALLATION.
18. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS
ENTIRELY AT HIS/HER RISK. DECIDUOUS
19.POTTED PLANTS :4/1 - 6/1; 9/21 - 11/1
20.DECIDUOUS /B&B :4/1 - 6/1; 9/21 - 11/1
21.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1
22.EVERGREEN B&B :4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20
23.NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20
24. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL
SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS
BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE
WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE
AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE
RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES
PLUMB THROUGHOUT THE GUARANTEE PERIOD.
25. 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.
26. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN
EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS
WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR
SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.
TURF NOTES:
TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE
MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:
1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD.
TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE
FREE OF STONES LARGER THAN 1 1
2" INCHES IN ANY DIMENSION.
2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE
ELEVATION OF TRAIL, SLAB, CURB, ETC.
3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER
THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.
4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND
FERTILIZING. SEED MIXTURE NO.25-121 (FORMERLY MnDOT 240) WILL BE PLACED AT THE RATE OF 70
POUNDS PER ACRE.
5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A
HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL
EROSION CONTROL BLANKET.
6. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH,
AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE
SWALES INSTALL EROSION CONTROL BLANKET.
IRRIGATION NOTES:
1. IRRIGATION SYSTEM TO BE DESIGN/BUILD, CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION.
2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION
PER WEEK.
3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION, WITH A MINIMUM DESIGN OF .25" PER WEEK.
4. CONTRACTOR TO INSTALL A TOTAL OF FOUR QUICK COUPLERS AT THE CORNERS OF THE SITE. a 2.5"
TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL.
5. BOOSTER PUMP NOTE: REQUIRED PRESSURE TO OPERATE HEADS (PER MFR.) MUST BE MET OR
BOOSTER PUMP TO BE INCLUDED/SUPPLIED BY CONTRACTOR.
EXHIBIT K
SCALE IN FEET
0 8040
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at
Sambatek, Minnetonka, MN office.
Registration No.Date:03/11/201512345
William Delaney
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
LANDSCAPE PLAN - SHRUBS AND PERENNIALS1
L1.02 1"=40'
Sep 10, 2015 - 2:04pm - User:117 L:\PROJECTS\LAK20178\dwg\20178.01\preliminary\20178.01-L1-LAND.dwg
L1.02
LANDSCAPE
PLAN - SHRUBS
& PERENNIALS
SHRUB AND PERENNIAL PLANTING SCHEDULE
KEY QTY BOTANICAL NAME COMMON NAME ROOT
CONT.SIZE SPECIFICATIONS
42 CONIFEROUS SHRUBS
EA 42 JUNIPERUS CHINENSIS JUNIPER, MINT JULEP Π CONT.#5 PLANT AS SHOWN ON PLAN
24 DECIDUOUS SHRUBS
SA 24 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE CONT.#5 PLANT AS SHOWN ON PLAN
SB 0 HYDRANGEA PANICULATA 'JANE'LITTLE LIME HYDRANGEA CONT.#5 PLANT AS SHOWN ON PLAN
SC 12 PHYSOCARPUS OPUFOLIUS 'DONNA MAY'LITTLE DEVIL NINEBARK CONT.#5 PLANT AS SHOWN ON PLAN
SD 57 SPIRAEA JAPONICA 'SHIBORI SHIBORI SPIREA CONT.#5 PLANT AS SHOWN ON PLAN
SE 24 SPIRAEA BETULIFOLIA 'TOR'TOR SPIREA CONT.#5 PLANT AS SHOWN ON PLAN
SF 24 RHUS AROMATICA 'GRO LOW'GROW LOW FRAGRANT SUMAC CONT.#5
38 PERENNIAL ORNAMENTAL GRASSES
GA 38 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER GRASS CONT.#1 PLANT AS SHOWN ON PLAN
128 PERENNIALS
PA 74 HEMEROCALLUS RUBY STELLA RUBY STELLA DAYLILY POT #1 PLANT AS SHOWN ON PLAN
PB 54 SEDUM X AUTUMN FIRE AUTUMN FIRE SEDUM POT #1 PLANT AS SHOWN ON PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LAKEVILLE
LAND, LTD.
PALM BEACH, FL
LAKEVILLE
COMMERCE
CENTER 4TH
ADDITION
LAKEVILLE, MN
ETL JMW
MCA
PRE-PLAT 03/11/2015
C
LAK20178
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at
Sambatek, Minnetonka, MN office.
Registration No. Date:03/11/201512345
William Delaney
A 04/02/15 JMW CITY COMMENTS
B 08/10/15 DJD REV PER NEW WETLAND
DELINEATION/CITY COMMENTS
C 09/10/15 JTA CITY COMMENTS
SCALE IN FEET
0 10050
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SAWCUT LINE
NUMBER OF PARKING
STALLS PER ROW
SIGN
PIPE BOLLARD
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
WETLAND LIMITS
TREELINE
SERVICE BERRY TREE
ASH TREE
MAPLE TREE
SPRUCE TREE
PINE TREE
HACKBERRY
PINE TREE
BASSWOOD
OAK TREE
POPLAR (ASPEN)
BOXELDER
COTTON WOOD
JUNIPER TREE
APPLE TREE
TREE ABBREVIATIONS
TREE TABLE
Sep 10, 2015 - 1:58pm - User:117 L:\PROJECTS\LAK20178\dwg\20178.01\preliminary\20178.01-C2.02-TREE.dwg
C2.02
TREE
INVENTORY
PLAN
DECIDUOUS TREE
REMOVED DECIDUOUS TREE X
EXHIBIT L
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891‐7087 Fax 952.891‐7127 www.co.dakota.mn.us
April 9, 2015
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: LAKEVILLE COMMERCE CENTER 4TH ADDITION
The Dakota County Plat Commission met on April 6, 2015, to consider the preliminary plan of the above
referenced plat. The plat is adjacent to CSAH 70, and is therefore subject to the Dakota County Contiguous
Plat Ordinance.
The proposal includes two lots and one outlot replatted into three commercial lots. The right‐of‐way
dedication matches the highway easements from the CSAH 70 interchange project. Restricted access should
be shown along all of CSAH 70. A quit claim deed to Dakota County for restricted access is required at the
time of recording the plat mylars.
The Plat Commission has approved the preliminary and final plat, provided that the described conditions are
met, and will recommend approval to the County Board of Commissioners when the plat is submitted in
signed mylar form. Mylars should be submitted to the County Board within one year of the Plat
Commission’s final approval.
Traffic volumes on CSAH 70 are 8,200 ADT and are anticipated to be 19,000 ADT by the year 2030. These
traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for
the proposed plat. Residential developments along County highways commonly result in noise complaints.
In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial
building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this
development.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat
Commission highly recommends early contact with the Transportation Department to discuss the permitting
process which reviews the design and may require construction of highway improvements, including, but not
EXHIBIT M
limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please
contact Gordon McConnell regarding permitting questions at (952) 891‐7115 or Todd Tollefson regarding Plat
Commission or Plat Ordinance questions at (952) 891‐7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c:
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Frank Dempsey, Associate Planner
From: Matt Decur, Project Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Brett Altergott, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Daryl Morey, Planning Director
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Date: September 18, 2015
Subject: Lakeville Commerce Center 4th Addition
• Preliminary Plat Review
• Final Plat Review
• Final Grading and Erosion Control Plan Review
• Final Utility Plan Review
• Final Tree Preservation Plan Review
BBAACCKKGGRROOUUNNDD
Lakeville Land, LTD, has submitted a preliminary and final plat named Lakeville Commerce
Center 4th Addition. The proposed subdivision is located west of and adjacent to Keokuk
Avenue, and north of and adjacent to the 210th Street (CSAH 70). The parent parcels consist of
Lots 1 and 2, Block 2, Lakeville Commerce Center and Outlot F, Morgan Square (PIDs No.
224434002010, 224434002020, and 224880000060). Lots 1 and 2, Block 2, Lakeville
Commerce Center, are zoned C-3 General Commercial District. Outlot F, Morgan Square, is
zoned C-3 General Commercial District and RM-2 Medium Density Residential District. The
development will follow the commercial requirements of the C-3 General Commercial District,
as allowed by the zoning ordinance.
The final plat consists of three (3) commercial lots within two (2) blocks, and two (2) outlots on
25.78 acres. The Developer is dedicating 1.07 acres as 210th Street (CSAH 70) and Keokuk
Avenue right-of-way.
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 22 OOFF 99
The outlots created with the final plat shall have the following use:
Outlot A: Shared Access and Utilities; to be retained by the Developer (0.55 acres)
Outlot B: Future Development; to be retained by the Developer (17.95 acres)
The proposed development will be completed by:
Developer: Lakeville Land, LTD.
Engineer/Surveyor: Sambatek
SSIITTEE CCOONNDDIITTIIOONNSS
The Lakeville Commerce Center 4th Addition site consists of undeveloped land. Lots 1 and 2,
Block 2, Lakeville Commerce Center, were graded with the Lakeville Commerce Center final
plat. Outlot F, Morgan Square, is mostly wooded, with a wetland and some cleared land
adjacent to 210th Street (CSAH 70).
SSIITTEE PPLLAANN RREEVVIIEEWW
The Developer proposes to construct three commercial buildings (approx. 53,000 square feet)
and parking for 271 vehicles on the three lots created. A shared private drive will be
connected to Keokuk Avenue to serve the three properties. The Developer will construct a
mast arm street light in the public right-of-way at the proposed private drive. A $1,500
security will be collected to ensure that the street light is installed.
Private utility mains will be extended from Keokuk Avenue and 210th Street to serve the three
buildings. Private filtration basins will be located adjacent to two of the buildings.
Site plan reviews will be required for each lot prior to issuance of building permits.
EEAASSEEMMEENNTTSS
The parent parcels contain the following existing public easements that will remain:
• Highway Easement, in favor of Dakota County, per Document Number 2795939.
• Drainage and Utility Easements, in favor of Dakota County, per Right of Way Map 300.
• Drainage and Utility Easements, in favor of the City of Lakeville, per the plat of
Lakeville Commerce Center.
• Drainage and Utility Easements, in favor of the City of Lakeville, per the plat of Morgan
Square.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
210th Street (CSAH 70)
Lakeville Commerce Center 4th Addition is located north of and adjacent to 210th Street, a
principal arterial County highway, as identified in the City’s Transportation Plan. 210th Street
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 33 OOFF 99
adjacent to the site is a four-lane divided urban roadway. The current Dakota County Plat
Review Needs Map designates 210th Street as a four-lane divided urban roadway over its
entire length adjacent to the plat with a half right-of-way requirement of 75-feet. The
Developer is dedicating the necessary right-of-way as shown on the plat. The preliminary and
final plat was reviewed and recommended for approval by the Dakota County Plat
Commission at its April 6, 2015 meeting.
Keokuk Avenue
Lakeville Commerce Center 4th Addition is located west of and adjacent to Keokuk
Avenue, a major collector as identified in the City’s Transportation Plan. Keokuk Avenue
adjacent to the site is a three-lane divided urban roadway. The Developer is dedicating the
necessary 50-foot half right-of-way as shown on the plat.
The developer will add turn lanes and extend the raised median on Keokuk Avenue to the
north at the intersection with 210th Street. A security of $90,000.00 will be collected to ensure
the proper construction of turn lanes and striping on Keokuk Avenue.
The developer shall coordinate with Dakota County to modify the traffic signal at Keokuk
Avenue and 210th Street to accommodate the new turn lanes. A permit from Dakota County
will be required for all work within the County right of way.
A security of $10,000.00 will be collected to ensure that Keokuk Avenue is properly restored at
the private driveway and utility connection. This security will be reduced by up to 50% upon
completion of the work. The remaining amount will be held for one year after construction is
complete. A shared access agreement will be required for the private drive in Outlot A.
Keswick Loop
Keswick Loop, a minor collector, will be extended north from 210th Street to 207th Street
through Outlot B, Lakeville Commerce Center 4th Addition, as identified in the City’s
Transportation Plan when Outlot B is platted into lots and blocks.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction shall be from
Keokuk Avenue in the location of Outlot A, Lakeville Commerce Center 4th Addition, via 210th
Street.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
Development of Lakeville Commerce Center 4th Addition includes the construction of public
sidewalks. An 8-foot wide concrete sidewalk, with pedestrian curb ramps, will be installed
along Keokuk Avenue adjacent to the plat. A security of $50,000 is required for construction
of the public sidewalk and pedestrian curb ramps.
The Park Dedication requirement was previously collected on Lots 1 and 2, Block 2, Lakeville
Commerce Center. The Park Dedication requirement has not been collected on Outlot F,
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 44 OOFF 99
Morgan Square. The Park Dedication requirement will be satisfied through a cash
contribution for Lot 2, Block 1, Lakeville Commerce Center 4th Addition.
The Park Dedication Fee for the Lakeville Commerce Center 4th Addition final plat is then
calculated as follows:
1.79 acres x $7,693.00 = $13,770.47
Total Area, Lot 2, Block 1, Lakeville
Commerce Center 4th Addition
Commercial Park Dedication
Rate Park Dedication Required
with Lakeville Commerce
Center 4th Addition
The Park Dedication Fee for Outlot B, Lakeville Commerce Center 4th Addition, will be
collected as a cash contribution when Outlot B is final platted into lots and blocks.
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Lakeville Commerce Center 4th Addition is located within subdistricts SC-13400 and SC-
13460 of the South Creek sanitary sewer district, as identified in the City’s Sanitary Sewer Plan.
Private sanitary sewer will be extended from the existing trunk line within Keokuk Avenue to
provide sewer service to the development. A security of $10,000.00 will be collected to ensure
proper connection to the existing sanitary sewer system.
Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the
Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to
serve the proposed subdivision. Downstream facilities are monitored for potential future
capacity constraints due to the unknown ultimate flows from development of rural residential
areas west of Lakeville Commerce Center 4th Addition.
The Sanitary Sewer Area Charge has been collected on Lots 1 and 2, Block 2, Lakeville
Commerce Center. The Sanitary Sewer Availability Charge has not been collected on Outlot F,
Morgan Square. The Sanitary Sewer Availability Charge for Lot 2, Block 1, Lakeville Commerce
Center 4th Addition will be paid with the building permit.
WWAATTEERRMMAAIINN
Development of Lakeville Commerce Center 4th Addition includes the connection to existing
public watermain in Keokuk Avenue and 210th Street. Private watermain will be extended
within the development to provide water service to the subdivision. A $30,000.00 security
will be collected to ensure proper connections to the watermain and restoration of areas
disturbed by the connections.
The Lateral Watermain Access Charge is due for the portion of 12-inch watermain within 210th
Street right-of-way adjacent to Lot 2, Block 1, Lakeville Commerce Center 4th Addition and
shall be paid with the final plat. The Lateral Watermain Access Charge will be based on the
rate in effect at the time of final plat approval, calculated as follows:
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 55 OOFF 99
290.51 x $48.00/Front Foot = $13,944.48
Front Footage along
210th Street
Lateral Watermain Access Charge
Total
The remaining Lateral Watermain Access Charge will be collected at the time Outlot B,
Lakeville Commerce Center 4th Addition is final platted into lots and blocks adjacent to 210th
Street.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the final construction plans.
Existing services stubbed to Lots 1 and 2, Block 2, Lakeville Commerce Center shall be
abandoned by the Developer. A security of $20,000.00 shall be collected to ensure proper
abandonment of the utilities at the main.
OOVVEERRHHEEAADD LLIINNEESS
There are no overhead utilities located adjacent to or within the parent parcels.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Lakeville Commerce Center 4th Addition is located within subdistrict ML-7 and ML-8 of the
Lake Marion stormwater district as identified in the City’s Water Resources Management Plan.
The Water Resources Management Plan does not indicate any trunk storm sewer or regional
stormwater facilities within the Lakeville Commerce Center 4th Addition plat.
Development of Lakeville Commerce Center 4th Addition includes construction of private
stormwater management basins to collect and treat the stormwater runoff generated from
the site. The basins will provide water quality treatment and rate control of the stormwater
runoff generated from the Lakeville Commerce Center 4th Addition subdivision. The
stormwater management basins will be located within Lot 2, Block 1 and Lot 1, Block 2,
Lakeville Commerce Center 4th Addition. The stormwater basin designs are consistent with
City requirements. A maintenance agreement will be required at the time of final platting for
the private stormwater basins and any storm sewer facilities draining to the basins.
The final grading plan shall identify all fill lots in which the building footings will be placed on
fill material. The grading specifications shall also indicate that all embankments meet
FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings
placed on fill material are appropriately constructed. Building permits will not be issued until
a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
Lakeville Commerce Center 4th Addition contains more than one acre of site disturbance. A
National Pollution Discharge Elimination System General Stormwater Permit for construction
activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre
being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage has been
submitted to the City.
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 66 OOFF 99
SSTTOORRMM SSEEWWEERR
Development of Lakeville Commerce Center 4th Addition includes the construction of a
private storm sewer system. Storm sewer will be installed within the subdivision to collect and
convey stormwater runoff generated from within the lots to the private stormwater
management basins located within Lot 1, Block 2 and Lot 2, Block 1, Lakeville Commerce
Center 4th Addition.
The Trunk Storm Sewer Area Charge has been collected Lots 1 and 2, Block 2, Lakeville
Commerce Center. The Trunk Storm Sewer Area Charge has not been collected on Outlot F,
Morgan Square and must be paid with the final plat. The Trunk Storm Sewer Area Charge for
Lot 2, Block 1, Lakeville Commerce Center 4th Addition is calculated as follows:
77,818.00 s.f. x $0.250/s.f. = $19,454.50
Area of Lot 2, Block 1, Lakeville Commerce Center 4th Addition Commercial
Area Charge
Total Trunk
Storm Sewer Area Charge
The Trunk Storm Area Charge will be collected at the time Outlot B, Lakeville Commerce
Center 4th Addition is developed, at the rate in effect at the time of final plat approval.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
FEMA FLOODPLAIN ANALYSIS
Lakeville Commerce Center 4th Addition is shown on the Flood Insurance Rate Map (FIRM) as
Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation,
there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as
determined by FEMA.
WWEETTLLAANNDDSS
The wetland delineation for the site was conducted on April 24, 2015 by Westwood
Professional Services. One wetland was identified within the project boundaries. The Notice
of Application was sent out 6/6/2015. No comments were received during the comment
period.
Based on the information provided in the report dated 5/28/2015 and site visit, the wetland
delineation for the area outlined in the report has been determined to be acceptable for use
in implementing the Wetland Conservation Act. The wetland delineation lines were
approved on 7/14/2015.
Plans submitted include the average 25-foot wide buffer required throughout the
development. The wetland and wetland buffer within Outlot B will be dedicated to the City at
the time that Outlot B, Lakeville Commerce Center 4th Addition is final platted. A security of
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 77 OOFF 99
$2,250.00 will be collected to ensure the installation of Natural Area signs at the property
corners (15 locations) between Outlot B and Blocks 1 and 2. Any areas that are disturbed
during the grading process will require reestablishment with native seed mix.
TTRREEEE PPRREESSEERRVVAATTIIOONN
Fifty-nine (49) significant trees were located on the site, mostly along the wetland. Three trees
are proposed to be removed. Any additional trees damaged or removed during construction
will require 2:1 replacement. A $2,500.00 security will be collected to ensure the preservation
of trees in Outlot B and on Lot 2, Block 1 consistent with the Tree Preservation Plan.
Additional landscape trees must be planted in and around the ponding/filtration areas when
the lots develop and the basins are completed.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing a SWPPP for the site prior to construction. The permit requires that all erosion and
sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction
must be documented in the SWPPP.
A native seed mix for the basins must be used and a maintenance schedule for the first 2
years must be included in the plans. This must include mowing 2 to 3 times, 30 days apart
during the first year with the mower deck set about 6-8 inches off the ground. The second
year, the pond areas must be mowed once before weeds set their seeds. This will reduce
weed establishment, and help stimulate the desirable vegetation. This will cut down on
maintenance in the long-term.
Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water District. Any additional measures
required shall be installed and maintained by the developer.
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer-installed
improvements relating to Lakeville Commerce Center 4th Addition. Construction costs are
based upon estimates submitted by the Developer’s engineer on September 17, 2015.
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 88 OOFF 99
CONSTRUCTION COSTS
Abandon existing utility services $ 20,000.00
Sanitary Sewer Connection 4,000.00
Watermain Connections 14,000.00
Removal and Restoration of Keokuk Avenue 6,500.00
Sidewalk and Pedestrian Curb Ramps 50,000.00
Turn Lane Construction and Striping – Keokuk Avenue 90,000.00
Traffic Signal Modifications – 210th Street at Keokuk Avenue 120,000.00
Site Grading, Stormwater Basins, Grading Certification,
Erosion Control and Restoration
60,000.00
SUBTOTAL - CONSTRUCTION COSTS $ 364,500.00
OTHER COSTS
Developer’s Design (6.0%) $ 21,870.00
Developer’s Construction Survey (2.5%) 9,112.50
City’s Legal Expense (0.5%) 1,822.50
City Construction Observation (7.0%) 25,515.00
Developer’s Record Drawing (0.5%) 1,822.50
Natural Area signs 2,250.00
Tree Preservation 2,500.00
Lot Corners/Iron Monuments 500.00
Streetlight 1,400.00
SUBTOTAL - OTHER COSTS $ 66,792.50
TOTAL PROJECT SECURITY $ 431,292.50
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the final plat. The security is $100.00 per lot and outlot for a total of
$500.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all
irons have been placed following site grading, street and utility construction.
CCAASSHH FFEEEESS
A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat
approval and is calculated as follows:
579.58 f.f. x $0.2277/f.f./qtr. x 4 qtrs. = $527.88
Keokuk Avenue
frontage Streetlight Operating Fee Total
A cash fee for one-year of surface water management expenses shall be paid at the time of
final plat approval and is calculated as follows:
6.22 acres X 4.2 REU x $7.00/unit/qtr. x 4 qtrs. = $731.47
Area of Blocks 1 and 2 Residential Equivalent
Utility Factor
Surface Water Management Fee Total
LLAAKKEEVVIILLLLEE CCOOMMMMEERRCCEE CCEENNTTEERR 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
SSEEPPTTEEMMBBEERR 1188,, 22001155
PPAAGGEE 99 OOFF 99
A cash fee for the preparation of record construction drawings and for upgrading the City
base map shall be paid at the time of final plat approval and is calculated as follows:
5 units x $75.00/unit = $375.00
Lots/Outlots City Base Map Updating Fee Total
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in either .dwg (AutoCAD) or .dxf format.
The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $10,800.00.
CASH REQUIREMENTS
Park Dedication Fee $ 13,770.47
Lateral Watermain Access Charge 13,944.48
Trunk Storm Sewer Area Charge 19,454.50
Streetlight Operating Fee 527.88
Surface Water Management Fee 731.47
City Base Map Updating Fee 375.00
City Engineering Administration (3.00%) 10,800.00
TOTAL - CASH REQUIREMENTS $ 59,603.80
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the preliminary plat, final plat, grading and erosion
control plan, utility plan, site plan, and tree preservation plan for Lakeville Commerce Center
4th Addition, subject to the requirements and stipulations within this report.