HomeMy WebLinkAboutItem 05a - Prime 35 Preliminary platCity of Lakeville
Community Development
Memorandum
To: Planning Commission
Heather Botten, Senior Planner
February 23, 2025
Packet Material for the March 5, 2026 Planning Commission Meeting
Crosby Development Partners, LLC. -Preliminary plat of Prime 35 Industrial
April 1, 2026 (120-day deadline)
Representatives from Crosby Development Partners, LLC have submitted an application for a
preliminary plat for an eight lot, five outlot subdivision and preliminary plan set for an industrial
development to be known as Prime 35 Industrial. The eight lots would be used for industrial
development that will consist of warehouse, distribution, and manufacturing type businesses, with
the final build out adding over one million square feet of industrial space. Two of the outlots are
proposed to be deeded to the city to protect the wetlands while the others would be retained by the
developer.
The property is zoned I-1, Light Industrial. The proposed development is located south of 215th
Street (CSAH 70), west of Jacquard Avenue. The two parent parcels total 145 acres in area,
including right-of-way. The property is currently used for agricultural purposes that contain
wetlands. There is one natural gas pipeline that dissects the property from west to east and the
property is located in floodplain areas associated with the West Branch South Creek corridor.
The Prime 35 Lakeville preliminary plat and development plans have been reviewed by
Community Development, Engineering, Environment Resources Division, and the City Forester,
as well as Barr Engineering for stormwater review.
A. Location Map
B. Zoning Map
C. Preliminary Plat
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D. Existing Conditions
E. Site Plan
F. Grading and Drainage Plan
G. Landscape Plan
H. Tree Preservation Plan
I. Dakota County Plat Commission Letter
The development consists of two parent parcels,
zoned I-1, Light Industrial Development. The property is currently guided for Warehouse/Light
Industrial land uses in Planning District No. 6 of the 2040 Comprehensive Land Use Plan. A
comprehensive plan amendment to adjust the staging on the westerly part of the property from
Expansion Area B to current Municipal Urban Service Area (MUSA) was approved by the City
Council on August 18, 2025 and approved by the Metropolitan Council on November 12, 2025.
The proposed preliminary plat is consistent with the recommended goals and objectives of the
comprehensive plan.
The site is currently undeveloped and historically used for agricultural
production of row crops. There is a gas easement that dissects the property along with wetlands.
Industrial, Office Park I-1, Light Industrial
Lot 1, Block 2 is proposed to be accessed by 215th Street. The remainder of the site
will be accessed from 217th Street. Prime 35 Industrial development includes the construction of
Javelin Avenue and 217th Street. The roads shall be constructed to City standards and will provide
access to 215th Street (CSAH 70).
The Dakota County Plat Commission recommended approval of the preliminary plat at the
January 18, 2026 meeting subject to the requirements in the approval letter dated January 19, 2026.
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Lot Frontage. City code requires each lot to have frontage on an abutting, improved, and city-
accepted public street except as may be allowed by a conditional use permit (CUP). Lot 2, Block 4
is proposed south of Lot 1, Block 4 and does not have street frontage, instead relying on shared
access with Lot 1, Block 4. Therefore, a CUP is required for this configuration.
A CUP has not been processed with the preliminary plat as several potential scenarios could occur.
For example, the final plat could designate these areas as outlots and will then be platted as a lot in
the future. Other options include the combination of Lots 1 and 2, Block 4 into a single lot,
eliminating the need for a CUP, or the lot boundaries could be adjusted to provide Lot 2 with
frontage on 217th Street. A stipulation is included stating that, as currently proposed, Lot 2, Block
4 will require a CUP in accordance with Section 11-16-5.G prior to final plat approval.
Over 2,200 trees were inventoried on the property. Development in industrial
districts may remove up to seventy percent (70%) of the total diameter inches of significant trees
without replacement; any removal or disturbance of trees beyond this threshold shall require
replacement tree planting or mitigation. Trees within the South Creek corridor will remain
undisturbed. The City Forester is working with the applicant on compliance with the tree
preservation ordinance.
The project area consists of wetlands, drainage features, and floodplain areas associated
with the West Branch South Creek corridor. Portions of the site are located within the FEMA
mapped floodplain. A wetland delineation for the site was approved June 18th, 2025. A wetland
replacement plan was submitted and is out for comment. The replacement identifies 2 acres of
wetland impacts to previously farmed wetlands. All protected wetlands, waterways, floodplains
and buffers will be placed in City owned outlots with the final plat. Any wetland impacts will be
approved by the City, with the applicant working with Environmental Resources
The Comprehensive Parks, Trails, and Open Space Plan does not identify any
future park land needs in the area of the plat. Park dedication will be satisfied at the time of final
plat with a cash fee determined by the most recent fee schedule for industrial zoned property.
The development of Prime 35 Industrial includes the construction of a 10-foot-wide bituminous
trail, constructed on the south side of 215th Street/CSAH 70, adjacent to the plat frontage. The
Developer will be responsible for 100% of the grading and restoration for the bituminous trail to
the length of the plat. The Developer shall receive a credit to the final plat cash fees for the City’s
3/8th share (excluding grading and restoration) of the trail construction costs.
The Prime 35 Industrial plat proposes eight lots and five outlots. All of the lots within
the plat exceed the minimum lot area and width requirements in the I-1 District.
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Minimum
Lot Area
Minimum Lot
Width
Minimum
Required
30,000 square feet 100 feet
Lot 1, Block 1 476,731 sf +800 feet
Lot 1, Block 2 544,723 sf 1,003 feet
Lot 1, Block 3 621,273 sf 1,610 feet
Lot 1, Block 4 499,261 sf 1,177 feet
Lot 2, Block 4 647,984 sf 1,318 feet
Lot 3, Block 4 376,955 sf 445 feet
Lot 4, Block 4 747,193 sf 110 feet
Lot 5, Block 4 458,861 sf +1,100 feet
. The minimum building setback requirements within the I-1 District are:
The proposed buildings shall comply with the minimum code requirements.
The setback requirements for parking lots and drive aisles is 15 feet abutting
right-of-way and five feet from interior lot lines. The proposed parking areas and drive aisles
comply with the minimum setback requirements. The proposed site plan has drive areas that cross
over internal property boundaries, a cross-access agreement will be required with the final
development plans.
The exterior building materials of all structures shall comply with City Code
Section 11-17-9. Architectural information will be provided at the final submittal for each lot.
Building Height. The maximum height for any building is 50 feet.
. Any roof-mounted mechanical equipment must be screened if greater
than three feet in height. Ground-mounted mechanical equipment must be screened with
landscaping and/or fencing.
Outdoor storage, including parking of semi-tractor trailers is allowed as an
accessory use and shall comply with City Code Section 11-86-5.
The landscape plan proposes a mix of deciduous and ornamental trees and shrubs
mainly located around parking lots and private drives. The City Forester has reviewed the
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landscape plans dated January 30, 2026 and is working with the applicant on landscape
compliance.
Landscaping on site must be installed per approved plans. The Developer must provide a security
with the final plat to guarantee installation of the landscaping. Prior to a final landscape inspection,
an as-built landscape plan must be submitted to the city.
. No signs are proposed or approved with the application. Any signs to be installed upon the
property are to comply with Zoning Ordinance requiremenst. All signs require approval of a sign
permit prior to installation.
No light source or combination thereof which casts light on a public street shall
exceed one foot-candle meter reading as measured at the right of way or property line. All building-
mounted lighting must face downward onto the structure. A photometric lighting plan for the
proposed exterior lighting shall be submitted with the development of each lot in compliance with
the Zoning Ordinance. Lighting for the proposed streets will be provided during the permitting
phase and will meet city standards.
Grading, drainage and erosion control plans
have been submitted with the preliminary plat. City Engineering and Environmental Resources
have reviewed the civil plan set.
A copy of the engineering report dated February 23, 2026 is attached for your review. The
Engineering Division recommends approval of the preliminary plat subject to the stipulations
outlined in the report.
A Stormwater Maintenance Agreement will be required
with the final plat for maintenance of the stormwater systems on site.
If trash will be kept outdoors in an enclosure, the structure must meet the
requirements of Section 11-18-11, including exterior materials, location, and screening.
Community Development Department staff recommends approval of the Prime 35 Lakeville
preliminary plat, subject to the following stipulations:
1. All grading, drainage, wetland, and erosion control issues and plans shall be subject to
review and approval of the City Engineer, including implementation of the
recommendations listed in the February 23, 2026 engineering report.
2. The final plat shall be in substantial conformance with the preliminary plans on file with
the Community Development Department except as may be modified by the conditions
herein.
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3. An agreement for any shared driveway access points shall be established in conjunction
with the recording of the final plat, subject to review and approval of the Zoning
Administrator.
4. As currently proposed, Lot 2, Block 4 will require a CUP in accordance with Section 11-16-
5.G prior to final plat approval.
5. Outlots A and C shall be deeded to the City for stormwater management purposes with the
final plat.
6. Park dedication requirements shall be satisfied at the time of final plat approval based on
the fee schedule then in effect.
7. The preliminary plat shall be valid for one year from the date of City Council approval
unless extended as provided for by the Subdivision Ordinance and Zoning Ordinance.
8. Landscaping shall be installed in accordance with the approved landscape plan, subject to
review and approval of the City Forester.
9. The Developer shall provide a security in an amount determined by the City Forester with
the final plat to guarantee installation of the landscaping and prior to a final landscape
inspection by the City Forester, an as-built landscape plan must be submitted to the city.
10. Any signs installed upon the property shall comply with Chapter 23 of the Zoning
Ordinance and shall require a sign permit approved by the Zoning Administrator prior to
placement.
11. Applicant shall enter into a Development Contract and related agreements with the City
subject to review by the City Attorney and approval of the City Council prior to approval
of a final plat.
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Heather Botten, Senior Planner
Jonathan Nelson, Assistant City Engineer
Mac Cafferty, Environmental Resources Manager
Joe Masiarchin, Parks and Recreation Director
Zach Johnson, City Engineer
Tina Goodroad, Community Development Director
Julie Stahl, Finance Director
Dave Mathews, Building Official
February 23, 2026
Prime 35 Industrial
• Preliminary Plat Review
• Preliminary Grading and Erosion Control Plan Review
• Preliminary Utility Plan Review
• Preliminary Tree Preservation Review
Olam Holdings 1, LLC has submitted a preliminary plat named Prime 35 Industrial. The
proposed subdivision is located south of and adjacent to 215th Street (CSAH 70) and west of
and adjacent to the existing western terminus of 217th Street.
The parent parcels are identified as PID Nos. 220310051012 and 220360075013, zoned I-1,
Light Industrial.
The preliminary plat consists of eight (8) industrial lots and five (5) outlots on 145.21 acres.
The outlots created with the preliminary plat shall have the following use:
• Outlot A: Wetland and Buffer; to be deeded to the City (8.25 acres)
• Outlot B: Future development; to be retained by developer (5.37 acres)
• Outlot C: Wetland and Buffer; to be deeded to the City (1.07 acres)
• Outlot D: Future Development; to be retained by developer (2.17 acres)
PPRRIIMMEE 3355 IINNDDUUSSTTRRIIAALL –– PPRREELLIIMMIINNAARRYY PPLLAATT
FFEEBBRRUUAARRYY 2233,, 22002266
PPAAGGEE 22 OOFF 55
• Outlot E: Stormwater management; to be retained by developer (19.47 acres)
The proposed development will be completed by:
Developer: Olam Holdings 1, LLC
Engineer/Surveyor: MN Hill
The Prime 35 Industrial site consists of undeveloped agricultural land containing wetlands,
drainage features, and floodplain areas associated with the West Branch South Creek corridor.
Existing topography generally drains toward the creek corridor and associated wetland
complexes located within the site. Public utilities are located within adjacent roadway rights-
of-way and will be extended to serve the proposed development. There is a gas main
easement with Northern Natural Gas that bisects the site. Construction activities within the
easement area must be coordinated and permitted with Northern Natural Gas.
Portions of the site are located within the FEMA mapped floodplain and are proposed to be
deeded to the City as an outlot.
215th Street (CSAH 50)
Prime 35 Industrial is located south of and adjacent to 215th Street (CSAH 70), which is
classified as a minor arterial roadway as identified in the City’s Transportation Plan. The
Dakota County Plat Review Needs Map identifies CSAH 70 as a future four-lane divided
roadway requiring seventy-five (75) feet of half right-of-way. The Developer shall dedicate the
necessary right-of-way as shown on the preliminary plat. The preliminary plat was reviewed
and recommended for approval by the Dakota County Plat Commission at their January 29,
2026 meeting upon meeting the described conditions in the plat commission letter.
217th Street
Prime 35 Industrial includes the construction of 217th Street, a local roadway, within the plat
boundary. 217th Street shall be constructed to City standards as a 40-foot-wide industrial
roadway section with two-foot-wide gravel shoulders within 80-foot dedicated right-of-way
and will provide access to proposed industrial lots and future development areas located
west of the plat.
Javelin Avenue
Prime 35 Industrial includes the construction of Javelin Avenue, a local roadway. Javelin
Avenue shall be constructed to City standards as a 40-foot-wide industrial roadway section
with two-foot-wide gravel shoulders within 80-foot dedicated right-of-way and will provide
access to 215th Street (CSAH 70). A right-of-way permit with Dakota County is required for
construction proposed within Dakota County right-of-way.
PPRRIIMMEE 3355 IINNDDUUSSTTRRIIAALL –– PPRREELLIIMMIINNAARRYY PPLLAATT
FFEEBBRRUUAARRYY 2233,, 22002266
PPAAGGEE 33 OOFF 55
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and street construction will limit use
of the existing adjacent local roadways to the maximum extent practical for the construction.
The City’s Parks, Trails and Open Space Plan does not designate a park within Prime 35
Industrial. The Park Dedication requirement has not been collected on the parent parcel and
shall be satisfied through a cash contribution with the final plat.
Prime 35 Industrial includes the construction of public trails. 10-foot-wide bituminous trail
shall be constructed on the south side of 215th Street (CSAH 50) adjacent to the plat frontage.
The Developer will be responsible for 100% of the grading and restoration for the bituminous
trail. The Developer shall receive a credit to the final plat cash fees for the City’s 3/8th share
(excluding grading and restoration) of the trail construction costs.
Prime 35 Industrial is located within subdistrict SC-10190, SC-10420, and SC-10430 of the
South Creek sanitary sewer district as identified in the City of Lakeville Sanitary Sewer
Comprehensive Plan.
Development includes extension of sanitary sewer to serve the proposed industrial lots.
Consistent with the City’s Sanitary Sewer Comprehensive Plan, 8” trunk sanitary main will be
extended to the western plat boundary to serve future development. Wastewater from the
development will be conveyed through existing downstream sanitary sewer infrastructure to
the Empire Treatment Facility monitored by meter M649.
The development of Lot 1, Block 2 of Prime 35 Industrial shall enter into a special assessment
agreement with the City for the reconstruction of 215th Street with trunk sanitary sewer and
trunk watermain to provide availability of utility service to the site, consistent with City
Comprehensive plans.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall
be paid with the final plat at the rate in effect at the time of approval.
Prime 35 Industrial includes the extension of watermain to serve the proposed industrial lots.
Consistent with the City’s Comprehensive Water System Plan, 12-inch trunk watermain will be
extended to the west plat boundary to serve future development.
The development of Lot 1, Block 2 of Prime 35 Industrial shall enter into a special assessment
agreement with the City for the reconstruction of 215th Street with trunk sanitary sewer and
PPRRIIMMEE 3355 IINNDDUUSSTTRRIIAALL –– PPRREELLIIMMIINNAARRYY PPLLAATT
FFEEBBRRUUAARRYY 2233,, 22002266
PPAAGGEE 44 OOFF 55
trunk watermain to provide availability of utility service to the site, consistent with City
Comprehensive plans.
The City will credit the Developer for the oversizing of the trunk watermain in 217th Street. The
credit will be based on the cost difference between 8-inch watermain and the oversized
watermain that will be installed. The credit will be applied to the Developer’s final plat cash
fees and will be based on an estimate provided by the Developer’s engineer.
Prime 35 Industrial is located within subdistricts SC-174, SC-187, SC-021, SC-006, SC-022, SC-
199-3P as identified in the City of Lakeville Water and Natural Resources Management Plan.
Development includes construction of five (5) privately owned and maintained stormwater
management facilities to collect and treat runoff generated from the site. A stormwater
maintenance agreement will be required with the final plat. A grading permit shall not be
issued until the final plans have been approved by the city in conjunction with the final plat.
Drainage leaving the site must fall within a drainage and utility easement accessible to the
development.
The final grading plan shall identify all fill lots where building footings will be placed on fill
material. Grading specifications shall indicate that all embankments meet FHA/HUD 79G
requirements. 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.
The proposed development will disturb more than one acre of land. A National Pollutant
Discharge Elimination System (NPDES) Construction Permit is required from the Minnesota
Pollution Control Agency (MPCA). A copy of the Notice of Stormwater Permit Coverage shall
be submitted to the City prior to construction.
Development of Prime 35 Industrial includes construction of public storm sewer systems to
collect and convey runoff within public right-of-way. Privately owned and maintained storm
sewer shall be constructed to collect and convey runoff from within the private lots. All storm
sewer systems shall be designed and constructed in accordance with City standards.
Draintile construction is required in areas of non-granular soils for the street sub-cuts and lots.
Any additional draintile construction, including perimeter draintile required for building
footings, which is deemed necessary during construction shall be the developer’s
responsibility to install and finance.
The Storm Sewer Charge has not been collected on the parent parcel and shall be paid with
the final plat.
Prime 35 Industrial is located within areas shown on the Flood Insurance Rate Map (Map No.
27037C0194E) primarily as Zone X and is identified as Zone AE along the northeast quadrant
PPRRIIMMEE 3355 IINNDDUUSSTTRRIIAALL –– PPRREELLIIMMIINNAARRYY PPLLAATT
FFEEBBRRUUAARRYY 2233,, 22002266
PPAAGGEE 55 OOFF 55
of the plat as determined by FEMA. Based on this designation, a portion of the site is located
within the plat is located within a Special Flood Hazard Area (SFHA). No buildings or grading
are being proposed within the SFHA.
A wetland delineation for the site was approved June 18, 2025. A wetland replacement plan
was submitted and is out for comment until March 5, 2026. The replacement identifies 2 acres
of wetland impacts to previously farmed wetlands. A preapplication meeting was held with
the TEP prior to the replacement plan being set out on notice. The replacement plan was
updated based on comment from TEP. A decision will be made on the replacement plan on or
before March 3, 2026. No impacts can take place to the wetland prior to approval of the
wetland replacement plan and purchase of wetland credit to offset the impacts. All wetlands,
waterways, floodplains and buffers will be placed in City owned outlots with final plat. Natural
Area signs will be installed along City owned outlots by the developer.
The tree removal threshold for the Prime 35 site is 70%. The tree preservation plan dated
11/14/2025 identifies 26,566 inches of existing significant diameter inches on the property
and proposes the removal of 18,339 significant diameter inches, or 69%. Heritage trees were
not calculated separately. Per the tree preservation ordinance, all diameter inches of heritage
trees removed shall require replacement.
The Tree Preservation Plan is to be updated to calculate the number of diameter inches of
Heritage Trees onsite, to be removed, and to be preserved; and to provide an updated
summary table indicating the number of tree inches that require replacement. A calculation
worksheet is available on the City’s website.
The Developer is responsible for obtaining an MPCA Construction Permit 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
final SWPPP must be submitted to the City for review and approval prior to any land
disturbing activity.
Additional erosion control measures may be required during construction as deemed
necessary by City staff. Any additional measures required shall be installed and maintained by
the developer.
Engineering recommends approval of the Prime 35 Industrial preliminary plat, grading and
erosion control plan, and utility plan, subject to the requirements and stipulations within this
report.
! "#$
Legal Description:
The East one-half of the Southeast Quarter of Section Thirty-six (36), Township One-Hundred
Fourteen (114), Range Twenty-one (21) and the West one-half of the Southwest Quarter of
Section Thirty-one (31), Township One Hundred Fourteen (114), Range Twenty (20), except that
part thereof described as follows:
The West 409.31 feet of the North 887.00 feet of the Northwest Quarter of the Southwest
Quarter of Section Thirty-one (31), Township One Hundred Fourteen (114), Range Twenty (20) and
further except the East 81.79 feet of the North 887.00 feet of the Northeast Quarter of the
Southeast Quarter of Section Thirty-six (36), Township One Hundred Fourteen (114), Range
Twenty-one (21), Dakota County, Minnesota.
PROPERTY DESCRIPTION
PROJECT NO.
24306-00
CAD FILE
11/07/2025
DATE
REVISIONS
DRAWN BY
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I-1 (LIGHT INDUSTRIAL DISTRICT)CURRENT ZONING:
PROPOSED ZONING:I-1 (LIGHT INDUSTRIAL DISTRICT)
LOTS
LOTS
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C.S.A.H. NO. 70 (215TH STREET WEST)
215TH STREET WEST
JAVELLIN AVENUE
217TH STREET WEST
OUTLOTS
TOTAL
8 LOTS
100.39 ACRES
8.50 ACRES
(1.61 ACRES)
(0.94 ACRES)
(0.61 ACRES)
(5.34 ACRES)
36.32 ACRES
145.21 ACRES
MINIMUM SETBACKS (PARKING)
FRONT
SIDE (INTERIOR)
SIDE (STREET)
REAR
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5 FEET
15 FEET
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SITE DATA
GROSS AREA 145.21 ACRES
MINIMUM LOT REQUIREMENTS
LOT AREA
LOT WIDTH 30,000 S.F.
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DRAINAGE AND UTILITY EASEMENTS
BEING 5 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING LOT
LINES, AND BEING 10 FEET IN WIDTH,
UNLESS OTHERWISE INDICATED,
ADJOINING RIGHT OF WAY LINES, AS
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DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:2026-01-20 CITY COMMENTS
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OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>>
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>
>
>
>
>>
>
I I I I I I I
I
I
I
E E E E E E E E E E E E E E
T T T T T T T T T T T T T T T
II
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HW
L
HW
L
HW
L
HW
L
HWL
HWL
HWL
HW
L
HW
L
HW
L
HWL
HWL
HWL
HWL
HWL HWL
HWL
HWL
HWL
HWL
HW
L
HWL
HW
L
HWL
HWL
HWL
HW
L
HWL
HW
L
HWL
HW
L
HWL
HWL
HWL
HW
L
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HW
L
HW
L
WETLAND 1
3.12 AC
MANAGE 1
WETLAND 2
0.96 AC
MANAGE 1
WETLAND 3
0.07 AC
MANAGE 1
WETLAND 4
0.07 AC
MANAGE 2
WETLAND 7
0.04 AC
MANAGE 2
WETLAND 5
1.89 AC
UTILIZE
215TH STREET W (C.R. 70)
217TH STREET
215TH STREET
8" SANITARY STUB
INV 1015.35 (PER PLAN)
TEMPORARY HYDRANT
1024
1026
1028
1030
1032
1034
1036
1038
1040
104
2
1044
104
6
1048
1050
1052
1054
1056
1058
1060
1062
1064
1066
1068
1070
1072
1074
1076
10
2
2
10
2
4
10
2
6
10
2
8
103
0
10321034
1036
10
3
8
1040
104
4
104
2
104
0
103
8
1036 103
4
1032
1030
1028
1026
1026
1024
1022
1020 1018
1014
1018 10161020
1022
1018
1018
1018
102
0
10
3
0
10
2
2
10
2
4
10
2
6
10
2
8
10
3
2
10
4
0
10
5
0
10
6
0
10
4
2
10
4
4
10
4
6
10
4
8
10
5
2
10
5
4
10
5
6
10
5
8
1042
1044
1046
1048
1050
1052
1054
1056
1058
1060
1062
1064
10
5
0
10
6
0
10
7
0
1040
103
0
104
0
10
5
0
10
6
0
1028
103
0
103
2
103
4
103
6
10
3
8
10
4
0
105
0
1060
1068
1070
1072
1074
1076
1078
1080
1082
1084
1080
1080
1086
1078
1060
1050
1040
1034
1032
1030
1040
1038
1036
1034
1052
1054
1056
1058
1048
1046
1040
1050
1060
1070
1070
1080
1080
1034
1036
1038
1042
1044
1046
1048
1052
1054
1056
1058
1062
1064
1066
1066
106
8
1068
1072
1072
1074
1074
1076
1076
1078
1078
1082
1082
1084
1084
103
6
1038
104
0
1042
1042
1042
1040
GASMAIN EASEMENT
(NORTHERN NATURAL GAS)
EX SSMH
RIM 1039.18
INV 1013.93 (PER AS-BUILT)
12" PVC WM
WEST
B
R
A
N
C
H
S
O
U
T
H
C
R
E
E
K
WETLAND 6
0.19 AC
UTILIZE
WETLAND 8
0.34 AC
MANAGE 1
FLOODPLAIN
ZONE AE PER FEMA
MAPS.
BASE FLOOD ELEVATION = 1024.0
EX FES
INV 1013.56
EX 85 LF 30" RCP @ 0.49%
EX FES
INV 1013.15
PROJECT NO.
24306
CAD FILE
11/14/25
DATE
REVISIONS
DRAWN BY
Da
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EXISTING CONTOUR923
24306EXC
EX
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T
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C
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N
D
I
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I
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S
EPF
LEGEND
>
I
>
I
OHP OHP
X X X X
G G G
E E E
UFO UFO UFO
T T T
EXISTING TELEPHONE PEDESTAL
EXISTING TRANSFORMER
EXISTING LIGHT POLE
EXISTING TREELINE/TREES
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
EXISTING OVERHEAD POWER LINE
EXISTING CURB & GUTTER
EXISTING FENCE
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING UNDERGROUND GAS
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND FIBER OPTIC
EXISTING UNDERGROUND TELEPHONE
EXISTING TV PEDESTAL
EXISTING SOIL BORING LOCATION
S
TV
T
EXISTING MANHOLE (ELECTRIC)
EXISTING SIGN
EXISTING VAULT
E
V
SB-1
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 100 200
C102
EXISTING WETLAND EDGE
EXISTING WETLAND
NOTES
WETLAND DELINEATION COMPLETED IN JUNE, 2025 BY KIMLEY-HORN AND
ASSOCIATES, INC.
PRELIMINARY WETLAND QUALITY LEVELS DETERMINED BY KJOLHAUG
ENVIRONMENTAL.
EXISTING CONDITIONS ARE BASED ON ALTA SURVEY PREPARED BY EGAN, FIELD
AND NOWAK, INC., DATED DECEMBER 11, 2024.
FEMA FLOODPLAIN
I
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G
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G
G
G
G
G
G
G
G
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G
G
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
>>
>
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>
I I I I I I I
I
I
I
E E E E E E E E E E E E E E
T T T T T T T T T T T T T T T
II
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HW
L
HW
L
HW
L
HW
L
HWL
HWL
HWL
HW
L
HW
L
HW
L
HWL
HWL
HWL
HWL
HWL HWL
HWL
HWL
HWL
HWL
HW
L
HWL
HW
L
HWL
HWL
HWL
HW
L
HWL
HW
L
HWL
HW
L
HWL
HWL
HWL
HW
L
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HW
L
HW
L
R20'R20'
R15'
R3'
R3'
R15'
R3'R3'
R12'R12'
55
'
TY
P
.
12'
TYP.
20
'
TY
P
.
24
'
20
'
TY
P
.
9'
TYP.
24'
F-F
9'
TYP.20
'
TY
P
.
24
'
20
'
TY
P
.
19
.
2
'
20
'
TY
P
.
24
'
20
'
TY
P
.
R3'
R3'
R48
'
R24'
R3'
R3'
R3'
R3'
R3'
R24'
R12'
R20
'
R20
'
R3'
R3'
R15'
R15'
R3'
R3'
R48'
R24
'
R3'
R3'
13
0
'
30
'
F-
F
24
'
F-
F
20'
TYP.24'
20'
TYP.
9'
TY
P
.
20'
TYP.24'
20'
TYP.
9'
TY
P
.
20
'
TY
P
.
24
'
20
'
TY
P
.
9'
TYP.
9'
TYP.
20'
TYP.
24'
20'
TYP.
20'
TYP.
24'
20'
TYP.
9'
TY
P
.
9'
TY
P
.
600'
28
0
'
580'
12
0
'
R48
'
R24'
R3'
R3'
R3'
R3'
R3'R3'
R15'
R3'R3'
R9'
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R20
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R20'
R25
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20
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.
24
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.
24
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TYP.
9'
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20'
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20'
TYP.
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TY
P
.
9'
TY
P
.
13
0
'
18
5
'
40
'
55
'
12'
TYP.
502'
21
2
'
14
11
R24
.
2
'
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R24
'
R48
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R2
0
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R15
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R6'
R3
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R3'
R3'
R3'
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R15'
R3'
R4
8
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4
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R3'
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R45
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R3
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R25
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R24'
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R3'
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5
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20'
TYP.24'
20'
TYP.
9'TY
P
.
9'TY
P
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20'
TYP.24'
20'
TYP.
24'
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20
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24
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9'
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20
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P
.
24
'
20
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TY
P
.
9'
TYP.
9'
TYP.
55'
12
'TY
P
.
125'
650'
210
'
13
0
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20
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TY
P
.
24
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20
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9'
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TY
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9'
TYP.
952'
210
'
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TYP.
9'TY
P
.
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P
.
60
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TYP.24'
20'
TYP.
9'TY
P
.
9'TY
P
.
952'
24'
F-F
24'
F-F
70'
26
0
'
20'
TYP.24'
20'
TYP.
9'TY
P
.
9'TY
P
.
23.6'
125'
55'
70'
12
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P
.
24
'
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R2
0
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R4
8
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R3'
R3
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R3'
R2
4
'
R3'
R3'
R3'
R3'
28'
F-F
24
'F-F
28'
F-F
30
'F-F
24
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24'
F-F
20
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24
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20
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9'
TYP.
9'
TYP.
20
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P
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TYP.
9'
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20
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TYP.24'
20'
TYP.
9'TY
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.
9'TY
P
.
R3'
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20
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20
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.
24
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20
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TY
P
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TYP.
9'
TYP.
30
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24
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210'
47
6
'
55'
130'12
'TY
P
.
60'
F-F
30
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R25
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R15'R9'
R3'
R15
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R3'
R3'
R3'R3'
R3'
R3
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'
R15'
R3'R15
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R3
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R15'R3'
R15'
R30
6
.
5
'
R24
'
R10
'
R3'
R3
'
28
'
F-
F
24'
F-F
64.5'
55'175'
55'175'
20'
TYP.24'
20'
TYP.
9'
TY
P
.
9'
TY
P
.
20
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TY
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.
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TY
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TYP.
9'
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20
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TY
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.
24
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20
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TY
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.
55'
12
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TY
P
.
12
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.
12
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TY
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.
55'
12
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.
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.
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.
9'
TYP.
20
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TY
P
.
9'
TYP.
55'
TYP.
12
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TY
P
.
175'
55'
TYP.
12
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TY
P
.
10
7
.
5
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53
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11
11
12
26
34
53
53
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30
30
52
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52
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36
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52
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52
72
71
35
27
27 27
58
58
30 30
67
67
30
3
19
27
64
35
30
0
'
30
0
'
11
0
'
60
'
R48
'
R36'
R64'
R64'
30'24'
10
2
'
262'
70'
55
0
'
122'
R15'
R15'
R15'
R10'
R10'
R10'
R10
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PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
BS
L
BS
L
BS
L
BS
L
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
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PSL
PSL
PSL
PSL
PSL
PSL
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PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
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PS
L
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L
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L
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BSL
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BSL
BSL
BS
L
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L
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L
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L
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L
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L
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BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BSL BSL
PS
L
PS
L
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
BSLBSL
BSL
BSL
BSL
BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSL
BSL
BSL
BSL
BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSL
BSL
BSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L PSL PSL PSL PSL PSL PSL PSL PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PSL
PSL
PSL
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSLPSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PSLPSLPSLPSLPSLPSLPSLPSL
PSL
PSL
PSL
PS
L
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSLBSLBSLBSLBSLBSLBSLBSL
BSL
BSL
BS
L
BS
L
BS
L
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
PSL PSL PSL PSL PSL PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
BSL BSL BSL BSL BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BS
L
BS
L
BSL
BSL
BS
L
BS
L
BSL
BS
L
BSL
BSL
BS
L
BS
L
BS
L
BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSLBSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSLPSL
PSL
PS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSLPSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
PS
L
BUILDING 2
168,000 SF TOTAL
BUILDING 3
106,424 SF TOTAL
BUILDING 8
93,824 SF TOTAL
BUILDIN
G
7
99,960 S
F
T
O
T
A
L
BUILDIN
G
6
247,520
S
F
T
O
T
A
L
BUILDIN
G
5
199,920
S
F
T
O
T
A
L
BUILDIN
G
4
136,500
S
F
T
O
T
A
L
BUILDING 1
69,600 SF TOTAL
300' RIGHT TURN LANE180' TAPER
12
'
12
'
12
'
PROPOSED BITUMINOUS EXTENSION 4'
215TH STREET WEST (CR70)
217TH STREET WEST
215TH STREET WEST
MAINTENANCE
BUILDING
15,500 SF
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
TRAILER
STORAGE
BSL
BSL
BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSL BSL BSL BSL BSL BSL BSL BSL BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BSL
BSL BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
R15'
R15
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R76'
R48
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R10.5'
R4
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R60'
R84'
R25'
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0
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30'
R90'
R120'
R90'
R60'
R15'
R3
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30
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R20'
R10
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BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSLBSL
BSL
BS
L
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BSL
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
BS
L
PSL
PSL
PSL
PSL
PSL
PSL
PSL
PS
L
PS
L
PSL
PSL
PS
L
PSL
PS
L
PSL
PSL
PS
L
PS
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PS
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PS
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L
PS
L
PS
L
PS
L
PS
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PS
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PS
L
PS
L
PS
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PS
L
PS
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L
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L
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L
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R25'
R25
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R25'
R25
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R25
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R25'
R2
5
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R24'
R25'
R2
5
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R25'
R20'
R25
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R25'
R326'
R4
5
'
R4
5
'
R20
'
PROPOSED 10' BITUMINOUS TRAIL
10
'
10
'
EXISTING CONTOUR923
LEGEND
PROPOSED CONCRETE
PROPOSED BITUMINOUS SURFACE
PROPOSED SEDIMENT BASIN
PROPOSED INFILTRATION BASIN
PROPOSED WATERMAINII
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER>>
PROPOSED CURB & GUTTER
PROPOSED SANITARY SERVICE
PROPOSED WATER SERVICE
>
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T T T
EXISTING TELEPHONE PEDESTAL
EXISTING TRANSFORMER
EXISTING LIGHT POLE
EXISTING TREELINE/TREES
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
EXISTING OVERHEAD POWER LINE
EXISTING CURB & GUTTER
EXISTING FENCE
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING UNDERGROUND GAS
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND FIBER OPTIC
EXISTING UNDERGROUND TELEPHONE
EXISTING TV PEDESTAL
EXISTING SOIL BORING LOCATION
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EXISTING SIGN
EXISTING VAULT
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EXISTING WETLAND EDGE
EXISTING WETLAND
SHORELAND ZONING OVERLAY
PSL PSL PSL
BSL BSL BSL BUILDING SETBACK
PARKING SETBACK
PROPOSED FILTRATION BASIN
PROJECT NO.
24306
CAD FILE
11/14/25
DATE
REVISIONS
DRAWN BY
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2026-02-10 CITY COMMENTS
24306SITE
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0 100 200
VUN
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DEVELOPMENT SUMMARY
GROSS PROJECT AREA 145.21 AC
R.O.W.8.50 AC
C.S.A.H. NO. 70 (215TH STREET WEST)(1.61 AC)
215TH STREET WEST (0.94 AC)
JAVELLIN AVENUE (0.74 AC)
217TH STREET WEST (5.21 AC)
OUTLOTS 36.32 AC
LOTS (8 TOTAL)100.39 AC
TOTAL 145.21 AC
MINIMUM BUILDING SETBACKS
FRONT YARD 40 FEET
INTERIOR SIDE YARD 10 FEET
STREET SIDE YARD 30 FEET
REAR YARD 30 FEET
MINIMUM PARKINGS SETBACKS
FRONT YARD 15 FEET
INTERIOR SIDE YARD 5 FEET
STREET SIDE YARD 15 FEET
REAR YARD 5 FEET
ZONING I-1, LIGHT INDUSTRIAL DISTRICT
MAXIMUM BUILDING HEIGHT THE LESSER OF: FOUR (4) STORIES OR 50' FEET
MAXIMUM IMPERVIOUS COVERAGE 75%
(SHORELAND AREA ONLY)
BUILDING
GROSS FLOOR AREA (8 BUILDINGS)1,112,748 SF
SITE PLAN NOTES
1.SEE GENERAL NOTES, SHEET C101, FOR ADDITIONAL RELEVANT INFORMATION.
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
G
G
G
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
>>
>
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T T T T T T T T T T T T T T T
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HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HWL
HW
L
HW
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HW
L
HW
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HWL
HWL
HW
L
HW
L
HW
L
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HWL
HWL
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HWL HWL
HWL
HWL
HWL
HWL
HW
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HWL
HW
L
HWL
HWL
HWL
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HWL
HW
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HW
L
HWL
HWL
HWL
HW
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HWL
HWL
HWL
HWL
HWL
HWL
HWL
HW
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FFE=1041.00
BUILDING 1
FFE=1041.75
BUILDING 2
FFE=1047.00
BUILDING 3
FFE=1055.50
BUILDING 8
FFE=107
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1060
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10501060
1070
1068
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1044
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1052
1054
1054
1020
1030
1018
1022 1024 1026 1028
1032103410361038
10
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0
10
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2
10
3
4
10
3
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10
3
8
1038
1036
1034
1032
1032
1034
10
3
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10
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1032
10201022
1020
1048
1046
10401042 1038
2:1
2:1
2:1
1038 1028
103
0
103
2
COORDINATE WITH ADJACENT
PROPERTY TO ALLEVIATE
RETAINING WALL
1044 104010461042
1048
1040
1040
1030
1040
1050
1060
107
0
102810281026
1026
10
2
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10
2
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10
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106
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1064
1066
1064
INFILTRATION BASIN 7P
BOTTOM=1026.00
OLE=1027.80
10 YEAR HWL=1027.92
100 YEAR HWL=1028.36
INFIL. CAPACITY=406,823 CF
PRE-TREATMENT BASIN 3P
NWL=1026.00
(BYPASS)OLE=1027.80
10 YEAR HWL=1028.00
100 YEAR HWL=1029.02
DEAD STORAGE=293,594 CF
PRE-TREATMENT BASIN 4P
NWL=1032.00
(BYPASS)OLE=1033.50
10 YEAR HWL=1034.02
100 YEAR HWL=1036.15
DEAD STORAGE=557,568 CF
INFILTRATION BASIN 1Pi
BOTTOM/NWL=1029.00
OLE=1030.50
10 YEAR HWL=1030.68
100 YEAR HWL=1032.03
INFIL. CAPACITY= 65,126 CF
FILTRATION BASIN 6P
BOTTOM=1018.50
OLE=1020.00
10 YEAR HWL=1020.01
100 YEAR HWL=1020.67
FILTRATION CAPACITY=15,704 CF
106
0
215TH STREET WEST (CR70)
217TH STREET WEST
215TH STREET WEST
REQUIRED AVERAGE WETLAND BUFFER = 35'
REQUIRED BUFFER AREA = 39,073 SF
PROVIDED BUFFER AREA = 39,872 SF
MIN BUFFER LENGTH PROVIDED = 25'
EXISTING BUFFER AREA CULTIVATED
PROPOSED VEGETATION TO MEET NATIVE
BUFFER ERQUIREMENTS
100' WIDE CREEK BUFFER
WEST BRA
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PRETREATMENT BASIN 1P
BOTTOM=1022.00
NWL=1029.00
OLE=1030.50
10 YEAR HWL=1031.00
100 YEAR HWL=1032.30
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PROJECT NO.
24306
CAD FILE
11/14/25
DATE
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EXISTING OVERHEAD POWER LINE
EXISTING CURB & GUTTER
EXISTING FENCE
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING UNDERGROUND GAS
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND FIBER OPTIC
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215TH STREET WEST
OFF-PROPERTY
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MATCH LINE - SHEET L103
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MATCH LINE - SHEET L104
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PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE
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215TH STREET WEST
LANDSCAPE OVERVIEW PLAN:
1. See Civil Engineer's plans for site plan layout and dimensions.
2. Contractor to coordinate any work in the city right-of-way with
City of Lakeville Public Works Department.
3. See Architect's plans for additional requirements regarding the site plan layout.
4. Place a minimum of 4" topsoil or slope dressing on all
areas disturbed by construction, including right-of-way
boulevards, unless specified otherwise.
5. See Civil Engineer's Plans for utility locations.
6. Irrigation plan to be design-build by landscape contractor.
CITY OF LAKEVILLE LANDSCAPE REQUIREMENTS:
GENERAL NOTES:
DE
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11-21-9: REQUIRED SCREENING AND LANDSCAPING:
B: Landscaping: Required landscaping for new residential subdivisions and commercial,
industrial or institutional uses shall include plantings at the property perimeter, off street
parking perimeter landscaping and interior landscape plantings as well as required
residential buffer yard or transitional buffer zone plantings.
ZONING INFORMATION:
I-2 - General Industrial District
PARKING LOT SCREENING:
Parking lots with more than 5 spaces require screening. Landscape screening shall be set back 2'
from the parking stalls. Deciduous trees shall be planted no more than 40 apart. Evergreen trees
shall be planted so that branches are touching at narrowest mature canopy width. Large deciduous
shrubs shall be planted so that branches are touching at narrowest projected mature width.
MINIMUM PLANTING SIZES:
2.5" Shade Tree
2" Ornamental Tree
8' Coniferous Tree
IRRIGATION:
e: Properties developed after May 17, 2010, with detached townhouse, two-family,
townhouse or multiple-family dwelling units within the RST-2, RM or RH district and all
commercial, industrial or institutional uses shall provide an exterior inground irrigation
system within the property where necessary to ensure that all turf grass, ground cover of
cultivated vegetation, garden, hedges, trees and shrubbery maintenance can be
accomplished.
L100
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* SEE SHEET L200 FOR DETAILS, NOTES AND SCHEDULES *
ZONING:
OFFICE PARK (OP)
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EUREKA TOWNSHIP: AGRICULTURALNEW MARKET TOWNSHIP: AGRICULTURAL
PROPOSED BUILDING 1
PROPOSED BUILDING 2
PROPOSED BUILDING 3
PROPOSED BUILDING 4
PROPOSED BUILDING 5
PROPOSED BUILDING 6
PROPOSED
BUILDING 7
PROPOSED
BUILDING 8
LANDSCAPE PLAN 'A'
NORTH-WEST
SEE SHEET L101
LANDSCAPE PLAN 'B'
NORTH-EAST
SEE SHEET L102
LANDSCAPE PLAN 'C'
SOUTH-WEST
SEE SHEET L103
LANDSCAPE PLAN 'D'
SOUTH-EAST
SEE SHEET L104
TREE DIVERSITY MATRIX:
Proposed Turf Sod, See Notes
LANDSCAPE MATERIAL LEGEND:
Proposed Landscape Edging, See Notes
Proposed Native Seed, See Scehdule
Proposed Rock Mulch Type 'A', See Notes
Proposed Rock Mulch Type 'B', See Notes
Existing Tree to Remain Proposed Wood Mulch, See Notes
SCALE IN FEET
0 100 200
1 inch = 100 feet
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TREE PRESERVATION PLAN:
1. See Civil Engineer's plans for site plan layout and dimensions.
2. Contractor to coordinate any work in the city right-of-way with
City of Lakeville Public Works Department.
3. See Architect's plans for additional requirements regarding the site plan layout.
4. Place a minimum of 4" topsoil or slope dressing on all
areas disturbed by construction, including right-of-way
boulevards, unless specified otherwise.
5. See Civil Engineer's Plans for utility locations.
6. Irrigation plan to be design-build by landscape contractor.
CITY OF LAKEVILLE LANDSCAPE
TREE PRESERVATION REQUIREMENTS:
GENERAL NOTES:
DE
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L300
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EUREKA TOWNSHIP: AGRICULTURALNEW MARKET TOWNSHIP: AGRICULTURAL
PROPOSED BUILDING 1
PROPOSED BUILDING 2
PROPOSED BUILDING 3
PROPOSED BUILDING 4
PROPOSED BUILDING 5
PROPOSED BUILDING 6
PROPOSED
BUILDING 7
PROPOSED
BUILDING 8
LANDSCAPE MATERIALS LEGEND:
Existing Tree to Remain
Existing Tree to Remove
Tree Protection Fence
TOTAL EXISTING SIGNIFICANT INCHES: 26,566
TOTAL SIGNIFICANT INCHES REMOVED: 19,301
SIGNIFICANT INCHES PRESERVED: 7,265
TOTAL MITIGATION INCHES REQUIRED: 497 Inches*
COLUMNAR TREES PROPOSED: 56 (140")
EVERGREEN TREES PROPOSED: 75 (225")
ORNAMENTAL TREES PROPOSED: 32 (64")
OVERSTORY TREES PROPOSED: 239 (597.5")
TOTAL TREES PROPOSED: 402 (1,026.5 Inches)
MITIGATION REQUIREMENTS SUMMARY:
Zoning: Commercial, Industrial, and Special Districts
Development in mixed use. commercial, industrial, and special districts may remove up to seventy percent
(70%) of the total diameter inches of significant trees without replacement; any removal or disturbance of
trees beyond this threshold shall require replacement tree planting or mitigation.
Tree Replacement Requirements:
a.Common Trees: Twelve and one-half percent (12.5%) of the diameter inches removed above the
removal limits shall be replaced.
b.Conifer Trees:
(1) Twenty five percent (25%) of the diameter inches removed above the removal limit must
be replaced.
(2) Coniferous species shall be replaced with new trees, either coniferous or deciduous, at a
rate of twenty five percent (25%) the diameter of inches removed.
c.Hardwood Deciduous Trees: Fifty percent (50%) of the diameter inches removed above the
removal limit shall be replaced with new deciduous or coniferous tree diameter inches.
d.Heritage Trees: One hundred percent (100%) of diameter inches removed must be replaced.
Heritage inches to be preserved on property may apply as credit towards this replacement. A credit
in diameter inches will be applied at a ratio of two inches of replacement for one inch preserved
(2:1) up to 50% of the required replacement diameter inches.
Heritage Tree Replacement:
579 diameter inches identified on survey
415 diameter inches removed
415 diameter inches require replacement
164 diameter inches saved
- Heritage tree preservation credit: 2-inch credit for each 1 inch
- 164 inches preserved multiplied by 2 equals 328 inches, which is greater than 50% of the
required replacement of 411 inches
- 415 inches multiplied by 50% equals 207.5 diameter inch credit
207.5 diameter inches of heritage trees must be replaced.
* Replacement tree species shall be limited to those identified on the City of Lakeville Building Permit
Guidelines, except as otherwise approved by the City Forester, and the following:
--Where ten (10) or more replacement trees are required, not more than twenty percent (20%) shall
be of the same genus.
--Ornamental tree species of a lesser size may comprise up to fifteen percent (15%) of the required
replacement diameter inches provided that the required total replacement diameter inches is met.
TREES TO REMAIN
TREES TO REMOVE
TREE PROTECTION FENCE, TYP.
TREES TO REMOVE
TREES TO REMOVE
TREE TO REMOVE
TREES TO REMOVE
TREES TO REMOVE
TREES TO REMAIN
TREE PROTECTION FENCE, TYP.
TREE TO REMAIN
TREE PROTECTION FENCE, TYP.TREES TO REMAIN
TREE PROTECTION FENCE, TYP.
TREES TO REMAIN
TREE PROTECTION FENCE, TYP.
TREES TO REMOVE
TREES TO REMAIN
TREE PROTECTION FENCE, TYP.
TREE PROTECTION FENCE, TYP.
TREE PROTECTION FENCE, TYP.
TREE PROTECTION FENCE, TYP.
All trees scheduled to remain within the work limits shall have a forester limb them up, remove
suckers & crossing branches, and ensure clearances for vehicles and trucks. Clear and grub any
underbrush.
TREES TO REMAIN IN THE WORK LIMITS NOTE:
TREES TO REMOVE
SCALE IN FEET
0 100 200
1 inch = 100 feet
* REFER TO SHEET L305 FOR
MITIGATION CALCULATIONS *
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
January 29, 2026
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: PRIME 35 LAKEVILLE
The Dakota County Plat Commission met on January 28, 2026, to consider the preliminary plat of the
above referenced plat. The plat is adjacent to CSAH 70 (215th St. W.) and is therefore subject to the Dakota
County Contiguous Plat Ordinance.
The site includes 8 commercial/industrial lots. The right-of-way guidelines along CSAH 70 as a 4-lane
divided roadway are 75 feet of half right of way. The right-of-way needs have been met. Restricted access
should be shown along all of CSAH 70. A quit claim deed to Dakota County for restricted access is required
with the recording of the mylars.
Access to the CSAH 70 is from Javellin Avenue via 217th Street West, and 215th Street West. As noted,
the intersection at CSAH 70/215th Street West will be changed to a restricted access location in the future.
Future access to the exception parcel (Anhalt property) will be from 215th Street West and/or potentially
from 217th Street West. Also noted, the right turn lane for CSAH 70 at Javellin Avenue will need to be
reviewed during the permitting process after approval of the final plat and offsets for sightlines may be
required during the evaluation process.
The Plat Commission has approved the preliminary plat provided that the described conditions are met.
The Ordinance requires submittal of a final plat for review by the Plat Commission before a
recommendation is made to the County Board of Commissioners.
Traffic volumes on CSAH 70 are 13,300 ADT and are anticipated to be 16,800 ADT by the year 2040.
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 limited to, turn lanes, drainage features, limitations on intersecting street widths,
medians, etc.
Please contact TJ Bentley 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
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