HomeMy WebLinkAboutItem 05d - Palmer Crossing Prelim PlatCity of Lakeville
Community Development
Planning Commission
Heather Botten, Senior Planner
July 15, 2026
Packet Material for the July 23, 2026 Planning Commission Meeting
Palmer Crossing Preliminary Plat
August 15, 2026
Representatives of Poehling Family Companies have applied for a preliminary plat to allow the
development of a 24 lot, one outlot single-family subdivision to be known as Palmer Crossing.
The property is 10 acres in area, located at 7880 202nd Street which is south of 202nd St (CSAH
50), north of Gresham Way, and east of Hamburg Avenue.
The Palmer Crossing preliminary plat plans have been reviewed by the Engineering Division,
Environmental Resources, and Dakota County Plat Commission.
A. Location Map
B. Zoning Map
C. Preliminary Plat
D. Existing Conditions
E. Site Plan
F. Grading, Drainage, & Erosion Control Plan
G. Tree Preservation Plan
H. Landscape Plan
I. Ghost Plat
J. Plat Commission Letter dated May 20, 2026
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PLANNING A NALYSIS
Existing Conditions. The property currently has a single-family home on it that was built in
1991 along with accessory buildings that will be removed prior to development.
. The Palmer Crossing property is located in
Planning District 5 of the 2040 Comprehensive Plan. The subject site is guided Low-Medium
Density Residential (LMDR), which anticipates small lot single family development of 3.01 to
5.0 units per acre. The proposed plat has a density of 3.1 units per acre.
The Palmer Crossing preliminary plat is currently zoned RST-2, Single-and-Two Family
zoning. The RST-2 zoning allows for single family, two-family and townhome development.
The proposed residential development is consistent with the zoning designation and
comprehensive plan guiding.
. The adjacent land uses and zoning are as follows:
North – Single family homes (RST-2) and 202nd St/CSAH 50; guided LMDR
East – Single family home (RST-2); guided LMDR
South – Single family homes (RS-4); guided LMDR
West – Single family homes (RST-2); guided LMDR
City streets, sanitary sewer and water
improvements for the area of Palmer Crossing will be financed and constructed by the
Developer. The development costs associated with the Palmer Crossing development are not
programmed in the 2025– 2029 CIP.
A preliminary plat may be deemed premature if any of the
criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to
a lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police
and fire protection). The other pertinent criteria pertain to inconsistencies with the City
Comprehensive Land Use and Capital Improvement Plans (discussed above). Staff review of
the Palmer Crossing preliminary plat against these criteria finds that it is not a premature
subdivision.
The proposed plat area is located within the current MUSA.
. The Palmer Crossing preliminary plat consists of 24 single-family home lots on 10
acres. This results in a gross density of 2.4 units per acre. Excluding arterial street right-of-way
(0.98 acres) and the outlot (1.3 acres) the net lot size is 7.72 acres with a density of 3.1 units per
acre.
The following are the minimum requirements for single family home lots
in the RST-2 District:
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Lot Area Lot Width Lot Depth
Interior Lot 7,500 SF 55 feet
Corner Lot 9,520 SF 70 feet
Buffer Yard Lots 150 feet
The proposed lots shown on the preliminary plat range from 8,450 square feet to 18,791 square
feet. Lot widths range from 65 feet to 109 feet, and the buffer yards have a minimum depth of
150 feet, complying with the minimum lot size requirements.
The following minimum setbacks are required for single family homes in the
RST-2 District:
25 ft garage face
20 ft building
30 feet
50 (buffer yard) 7 feet 20 feet,
30 feet (buffer yard)
The proposed lots shown on the preliminary plat have sufficient area to accommodate a single-
family home.
. Single family home lots in the RST-2 District are subject to a
maximum building coverage of 40% of the lot.
The minimum width of each garage must be 22 feet while the minimum area of
the garage is 480 square feet, to comply with the requirements of Section 11-18-7.D. All
calculations are based on interior dimensions.
There is one proposed outlot totaling 1.3 acres in the Palmer Crossing preliminary
plat. The use of the proposed outlots is for stormwater management and shall be deeded to the
City with the final plat.
A tree preservation plan was submitted by the Developer that identifies
1,833 diameter inches of significant trees on site. The tree preservation plan proposes to
remove 1,311 inches (71.5%), which is above the 40% removal threshold for residential
developments. Tree replacement for the site is the equivalent of 184.5 inches of new trees to be
planted with the development. The proposed landscape plan and tree preservation tables meet
the requirements of the ordinance. All ‘save’ trees that are damaged or removed during
construction must be replaced per the requirements of the tree preservation ordinance.
Lots 1-5 Block 1 are required to have rear yard buffer landscaping as they are
adjacent to CSAH 50. A variety of plantings are proposed along the rear property line in two
rows to provide the required landscape buffer.
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The plan also shows a front yard tree for each lot, as required by the Zoning Ordinance. While
the locations of front yard trees are determined at the time of planting based on the home’s
location on the lot, underground utilities, etc. they must remain out of drainage and utility
easements.
Palmer Crossing is south of and adjacent to 202nd St./CSAH 50, a minor arterial
roadway. There will not be a new access point on 202nd Street. The development will be
accessed from Gresham Way, an existing local street. The development also includes the
construction of “Street A”, designed as a local roadway with a temporary cul-de-sac. Additional
street information is outlined in the Engineering Division memorandum dated July 15, 2026.
All streets meet the minimum width and design requirements of the Subdivision Ordinance.
The Developer will construct a five-foot-wide concrete sidewalk along the
east side of Gresham Way up to Street A where the cul-de-sac starts. A sidewalk is also required
along one of the sides of Street A as this will be a future road if or when the lot to the east
develops.
The Dakota County Plat Commission reviewed the preliminary plat at their
May 20, 2026 meeting and recommended approval of the plat.
Grading, drainage, erosion control, and
utility plans have been submitted with the preliminary plat and are discussed in more detail in
the July 15, 2026 engineering report. A copy of the report is attached for your review. The
Engineering Division recommends approval of Palmer Crossing preliminary plat and
development plans subject to the comments outlined in the engineering report.
A wetland delineation was completed for the site that determined there are three
farmed wetland areas within the project boundary. The developer is proposing to impact 2,076
sf of wetland with the development. The developer must submit a wetland replacement plan for
review and approval to the City prior to any grading.
The 2015 Parks, Trails, and Open Space Plan does not identify a park
location in this area. The park dedication requirement will be satisfied through park dedication
fees to be paid with the final plat.
Community Development Department staff recommends approval of the Palmer Crossing
preliminary plat subject to the following stipulations:
1. Implementation of the recommendations listed in the July 15, 2026 engineering report.
2. Park dedication shall be satisfied with a cash contribution paid with the final plat.
3. The Developer shall construct five-foot-wide concrete sidewalk as required by city code.
4. Outlot A shall be deeded to the City with the final plat.
The East 568.65 feet of West 859.05 feet of North 766.00 feet of Southwest Quarter of Northeast
Quarter of Section 28, Township 114, Range 20, Dakota County, Minnesota.
PROPERTY DESCRIPTION
PROJECT NO.
24331-00
CAD FILE
2/3/2026
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MAXIMUM BUILDING COVERAGE 40%
ZONING INFORMATION
RST-2 (SINGLE-FAMILY RESIDENTIAL)CURRENT ZONING:
PROPOSED ZONING:RST-2 (SINGLE-FAMILY RESIDENTIAL)
LOTS
GROSS DENSITY
(TOTAL UNITS/GROSS AREA)
NET DENSITY
(TOTAL UNITS/(GROSS AREA-OUTLOT-C.S.A.H. NO. 50)
LOTS
R.O.W.
EXISTING ROADS (C.S.A.H. NO. 50)
SUBDIVISION ROADS
OUTLOT
TOTAL
24 LOTS
2.40 D.U./ACRE
3.11 D.U./ACRE
6.02 ACRES
2.68 ACRES
(0.98 ACRES)
(1.70 ACRES)
1.30 ACRES
10.00 ACRES
MINIMUM SETBACKS (SINGLE FAMILY)
FRONT (HOUSE)
FRONT (GARAGE)
SIDE (HOUSE & GARAGE)
SIDE (STREET)
REAR
REAR YARD ABUTTING C.S.A.H. NO. 50
REAR YARD FOR ANY OPEN AND UNCOVERED TERRACES,
STEPS, DECKS, AND STOOPS
20 FEET
25 FEET
7 FEET
20 FEET
30 FEET
50 FEET
20 FEET
SITE DATA
GROSS AREA 10.00 ACRES
MINIMUM LOT REQUIREMENTS
LOT SIZE - INTERIOR
LOT SIZE - CORNER
LOT WIDTH - INTERIOR
LOT WIDTH - CORNER
7,500 S.F.
9,520 S.F.
55 FEET
70 FEET
LOTS DATA
NO. OF LOTS
SMALLEST LOT SIZE
LARGEST LOT SIZE
AVERAGE LOT SIZE
24 LOTS
8,450 S.F.
18,791 S.F.
10,919 S.F.
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C.S.A.H. NO. 50 (202ND STREET WEST)
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ST-1
ST-2 ST-3
ST-4
ST-5
ST-6
ST-7
EXISTING ROUNDABOUT
SHOWN PER PLAN BY OTHERS
EXISTING FLOODPLAIN
PER FEMA
EXISTING SEPTIC SYSTEM CLEANOUTS
EXISTING WELL
CITY MODEL 100-YR HIGH WATER LEVEL
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02/20/2026
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2026-06-10 CITY COMMENTS
2026-07-01 CITY COMMENTS
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SCALE IN FEET
0 50 100
SB-1 EXISTING SOIL BORING LOCATION
LEGEND
EXISTING TELEPHONE BOX
EXISTING ELECTRIC TRANSFORMER BOX
EXISTING TREELINE/TREES
>
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EXISTING SANITARY SEWER
EXISTING WATERMAIN
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EXISTING POWER POLE
EXISTING CURB & GUTTER
EXISTING FENCEXXXX
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING RETAINING WALL
G G G EXISTING UNDERGROUND GAS
E E E EXISTING UNDERGROUND ELECTRIC
UFO UFO UFO EXISTING UNDERGROUND FIBER OPTIC
EXISTING TELEVISION BOX
EXISTING CONTOUR923
AC EXISTING AIR CONDITIONER
EXISTING CLEANOUT
EXISTING CURB STOP
EXISTING ELECTRIC METER
EXISTING FLAGPOLE
EXISTING LIGHT POLE
EXISTING SIGN
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EXISTING WELL
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PROPOSED SEDIMENT POND
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OUTLOT A
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C.S.A.H. NO. 50 (202ND STREET WEST)
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STREET A
204TH STREET WEST GREENWOOD
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EXISTING ROUNDABOUT
SHOWN PER PLAN BY OTHERS
PROPOSED RETAINING WALL
CITY MODEL 100-YR HIGH WATER LEVEL
EA
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PROJECT NO.
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CAD FILE
02/20/2026
DATE
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PRE
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2026-06-10 CITY COMMENTS
2026-07-01 CITY COMMENTS
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24331SITE
1.3
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before you dig.Call
R
SCALE IN FEET
0 50 100
OV
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R
A
L
L
S
I
T
E
P
L
A
N
LEGEND
EXISTING TREELINE/TREES
EXISTING CURB & GUTTER
EXISTING FENCEXXXX
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING RETAINING WALL
PROPOSED CONCRETE
PROPOSED CURB & GUTTER
EXISTING FLAGPOLE
EXISTING SIGN
EXISTING FLOODPLAIN - ZONE AE
EXISTING FLOODPLAIN - 0.2% CHANCE
MAXIMUM BUILDING COVERAGE 40%
ZONING INFORMATION
RST-2 (SINGLE-FAMILY RESIDENTIAL)CURRENT ZONING:
PROPOSED ZONING:RST-2 (SINGLE-FAMILY RESIDENTIAL)
LOTS
GROSS DENSITY
(TOTAL UNITS/GROSS AREA)
NET DENSITY
(TOTAL UNITS/(GROSS AREA-OUTLOT-C.S.A.H. NO. 50)
LOTS
R.O.W.
EXISTING ROADS (C.S.A.H. NO. 50)
SUBDIVISION ROADS
OUTLOT
TOTAL
24 LOTS
2.40 D.U./ACRE
3.11 D.U./ACRE
6.02 ACRES
2.68 ACRES
(0.98 ACRES)
(1.70 ACRES)
1.30 ACRES
10.00 ACRES
MINIMUM SETBACKS (SINGLE FAMILY)
FRONT (HOUSE)
FRONT (GARAGE)
SIDE (HOUSE & GARAGE)
SIDE (STREET)
REAR
REAR YARD ABUTTING C.S.A.H. NO. 50
REAR YARD FOR ANY OPEN AND UNCOVERED TERRACES,
STEPS, DECKS, AND STOOPS
20 FEET
25 FEET
7 FEET
20 FEET
30 FEET
50 FEET
20 FEET
SITE DATA
GROSS AREA 10.00 ACRES
MINIMUM LOT REQUIREMENTS
LOT SIZE - INTERIOR
LOT SIZE - CORNER
LOT WIDTH - INTERIOR
LOT WIDTH - CORNER
7,500 S.F.
9,520 S.F.
55 FEET
70 FEET
LOTS DATA
NO. OF LOTS
SMALLEST LOT SIZE
LARGEST LOT SIZE
AVERAGE LOT SIZE
24 LOTS
8,450 S.F.
18,791 S.F.
10,919 S.F.
PROPOSED SEDIMENT POND
PROPOSED MAINTENANCE ACCESS
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TW:1023.8 TW:1020.2
TW:1019.4
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BW:1019.0
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1021.7
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1009.0
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22
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0
9
PROJECT NO.
24331
CAD FILE
02/20/2026
DATE
REVISIONS
DRAWN BY
Da
t
e
:
Re
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N
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.
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C
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L
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B
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.
04
/
1
4
/
2
0
2
6
2026-04-15 CITY COMMENTS
29
9
9
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PRE
L
I
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I
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A
R
Y
2026-06-10 CITY COMMENTS
2026-07-01 CITY COMMENTS
F:
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24331G
2.0
JSO
LEGEND
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 50 100
EXISTING TELEPHONE BOX
EXISTING ELECTRIC TRANSFORMER BOX
EXISTING TREELINE/TREES
>
I
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
>
I
S
EXISTING POWER POLE
EXISTING CURB & GUTTER
EXISTING FENCEXXXX
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING RETAINING WALL
PROPOSED CONTOUR923
PROPOSED CONCRETE
PROPOSED SEDIMENT POND
PROPOSED WATERMAINII
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER>>PROPOSED CURB & GUTTER
G G G EXISTING UNDERGROUND GAS
E E E EXISTING UNDERGROUND ELECTRIC
UFO UFO UFO EXISTING UNDERGROUND FIBER OPTIC
EXISTING TELEVISION BOX
EXISTING CONTOUR923
PROPOSED GRADING LIMITS
AC EXISTING AIR CONDITIONER
EXISTING CLEANOUT
EXISTING CURB STOP
EXISTING ELECTRIC METER
EXISTING FLAGPOLE
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING VAULT
EXISTING WELL
V
EXISTING OVERHEAD POWEROHPOHPOHP
T
TV
G
925.50
3
6
926.0 925.5
LFE 919.5
LO 923.5
(925.50)
SUGGESTED GARAGE SIDE
TYPICAL LOTCENTERLINE (℄)
FINISHED ELEVATION
AT LOT CORNER
FINISHED ℄ GRADE
100' ℄ STATION
PVI ELEVATION AT VERTICAL CURVE
TYPICAL FRONT YARD
SETBACK (HOUSE)
DRAINAGE & UTILITY EASEMENT
RECOMMENDED HOUSE TYPE
LOWEST FLOOR ELEVATION
LOWEST OPENING ELEVATION
FINISHED GRADE ELEVATION
EXISTING CONTOUR
LOT NUMBER922
SURFACE DRAINAGE
PROPERTY LINE
PROPOSED CONTOUR
920
RLO
927.5
923.0
EXISTING FLOODPLAIN - ZONE AE
EXISTING FLOODPLAIN - 0.2% CHANCE
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
PROPOSED MAINTENANCE ACCESS
SB-1 EXISTING SOIL BORING LOCATION
EXISTING WETLAND
X X XXXXXX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
I
I
I
>>>>>
UFO UFO UFO
>
>
>
>
>>>>>>>>>>>>>>
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
G
V
TV
HWL
HW
L
HWL
HW
L
HW
L
HW
L
HWL
HW
L
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HW
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HW
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HWL
HWL
HW
L
HW
L
HWL
HWLHW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HW
L
HWL
HWL HWL
HWL
HW
L
HW
L
HW
L
HW
L
HWL
HW
L
HW
L
HW
L
HW
L
HWL
HWL
HW
L
HWL
10
3
0
10
3
0
1022
10
2
0
10
2
8
10
3
4
10
4
0
104
4
1042
10
4
4
1040
103
6
10
0
2
1010
10
1
4
1012
1014
1014
1012
10
1
2
10
2
6
10
0
4
1014
1014
10201030
100
4
10
0
0
100
0
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1030
1034
10
2
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103
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3
2
101
6
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10
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1018
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0
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99
8
10
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10
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1014
1012
10
1
0
10
0
6
10
0
8
10
1
6
10
1
8
10
1
4
10
1
0
10
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8
10
1
4
10
2
4
1002
998
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10
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100
2
100
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10
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0
99
8
99
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100
6
1010
1012
G G GG
G
G
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G
G
G
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G
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G G G
GGG
G
G
G
G
EOF
EO
F
EOF
G
ST-1
ST-2 ST-3
ST-4
ST-5
ST-6
ST-7
EOF
EO
F
EOF
HW
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HWLHWLHWL
HW
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HWL HWL HWL HWL HWL HWL
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(1022.29)
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EOF
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6
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4
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1
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OUTLOT A
C.S.A.H. NO. 50 (202ND STREET WEST)
GR
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EX
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EXISTING ROUNDABOUT
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FLOOD ELEVATIONS PER FEMA
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AVENUE
10
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EOF
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%
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%
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0.60%0.60%
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6
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%
10
0
9
.
0
POND 1P
SEDIMENTATION POND
NWL/OLE 1006.00
BOTTOM 996.00
DEAD STORAGE 1.458 AC-FT
10-YR HWL 1007.71
100-YR HWL 1008.76
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1017.9
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1
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1021.8
10
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8
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3
5.0:1
CITY MODELED 100-YR HWL
SEE SHEET 2.1 FOR DETAILS
TW:1023.8 TW:1020.2
TW:1019.4
TW:1019.2
BW:1019.0
BW:1015.0
BW:1015.0BW:1024.0
1022.8 1018.5 1014.8 1011.1 1009.1
1024.6
10' WIDE POND MAINTENANCE ACCESS
EOF
1021.4
Y1004.3
1001.
7
X
996.
6
1006
10
0
6
1010
TEMP. DISTURBANCE OF CITY FLOODPLAIN TO PLACE FES RIPRAP
MATCH EXISTING GRADES
3.0
:
1
3.0:1
3.0:1
3.2:1
3.2:1
3.0:1
3.
1
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2
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%
WETLAND IMPACT #1
AREA 845 SF5
WETLAND IMPACT #2
AREA 1,231 SFEO
F
EOF
1021.7
EO
F
EOF
1009.0
EOF
10
1
7
.
1
HP/EOF
1015.9
HP/EOF
1015.8
HP/EOF
1014.8
HP/EOF
1022.2
1014
1020
>>>>>>>
>>>
>>>>>
>
>>
>
>
>
>
>
>>
>>
>>
>>
>>>>
>>>>>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>>>
>>>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
TEMP. SEDIMENT BASIN
CONTRIBUTING DRAINAGE AREA = 10.494 AC
CONTRIBUTING DISTURBED AREA = 8.844 AC
LIVE STORAGE REQUIRED = 0.731 AC-FT
LIVE STORAGE PROVIDED = 0.732 AC-FT (ELEV 1004.0 TO 1006.6)
4" FAIRCLOTH OUTLET ELEV = 1004.0
DEAD STORAGE PROVIDED BELOW OUTLET = 0.957 AC-FT
PLACE DOUBLE ROW SILT FENCE WITHIN
50' OF THE EXISTING 100-YR FLOOD LEVEL
>>>
TEMP. EMERGENCY OVERFLOW (SEE DETAIL)
TOP OF BERM = 1009.0
EOF ELEV = 1006.6
30± CY CLASS 3 RIPRAP
REMOVE RIPRAP AND FILL BERM TO ELEV 1009.0
W/ POND OUTLET CONSTRUCTION
22
7
0
9
PROJECT NO.
24331
CAD FILE
02/20/2026
DATE
REVISIONS
DRAWN BY
Da
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2
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2026-04-15 CITY COMMENTS
29
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2026-06-10 CITY COMMENTS
2026-07-01 CITY COMMENTS
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24331ERC
5.0
JSO
Know what's below.
before you dig.Call
R
SCALE IN FEET
0 50 100
PROPOSED DITCH CHECK - POST
GRADING/UTILITY CONSTRUCTION
PROPOSED EROSION CONTROL BLANKET
PROPOSED CONTOUR923
PROPOSED EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
LEGEND
PROPOSED CONCRETE
PROPOSED BITUMINOUS SURFACE
PROPOSED SEDIMENT BASIN
PROPOSED WATERMAINII
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER>>PROPOSED CURB & GUTTER
PROPOSED SANITARY SERVICE
PROPOSED WATER SERVICE
>
I
>
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OHP OHP
X X X X
G G G
E E E
UFO UFO UFO
T T T
EXISTING TELEPHONE PEDESTAL
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EXISTING LIGHT POLE
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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 CONTOUR923
EXISTING SOIL BORING LOCATION
S
TV
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EXISTING MANHOLE (ELECTRIC)
EXISTING SIGN
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PROPOSED SILT FENCEooooooooooooooooooooooooooooooooooooo
PROPOSED SILT FENCE POST CONSTRUCTION
PROPOSED WIMCO OR EQUAL
POST STORM SEWER CONSTRUCTION
PROPOSED YARD CB INLET PROTECTION POST
STORM SEWER CONSTRUCTION
PROPOSED TEMPORARY ROCK
CONSTRUCTION ENTRANCE
llllllllllllllllllllllllllllllllllll
EOF
SB-1
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NOTES
1.RESPREAD A MIN. 6" TOPSOIL ON ALL AREAS HAVING FINAL STABILIZATION OF SEED
& MULCH, TURF AND LANDSCAPING.
2.RESTORE DISTURBED AREAS "MESIC INSLOPE" GENERAL SEED MIX, SOD OR EQUAL,
UNLESS OTHERWISE NOTED.
3.IF SEDIMENT TRACKING OCCURS, INSTALL INLET PROTECTION IN NEARBY CATCH
BASINS ALONG THE HAUL ROUTE.
4.INSTALL EROSION CONTROL BLANKET ON 3:1 SLOPES UPGRADIENT OF THE
PONDING AREA.
EXISTING FLOODPLAIN - ZONE AE
EXISTING FLOODPLAIN - 0.2% CHANCE
8'8'
ELEV=1006.6
ELEV=1009.0ELEV=1009.0
POND 1P TEMP. EMERGENCY OVERFLOW
CLASS 3 RIPRAP
3'
>>
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1022.2
1014
1020
oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
>>>
SOUTHWEST
NORTHWEST
SOUTHEAST
NORTHEAST
22
7
0
9
PROJECT NO.
24331
CAD FILE
02/20/2026
DATE
REVISIONS
DRAWN BY
Da
t
e
:
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2
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2026-04-15 CITY COMMENTS
29
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PRE
L
I
M
I
N
A
R
Y
2026-06-10 CITY COMMENTS
2026-07-01 CITY COMMENTS
F:
\
_
C
i
v
i
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3
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Know what's below.
before you dig.Call
R
SCALE IN FEET
0 50 100
EXISTING TREE
GRADING/DISTURBANCE LIMITS
REMOVE TREE
EXISTING TREE (OFF-SITE)
NOTES
PROPOSED SILT FENCEoooooooooooooo
1.TREE DATA PROVIDED BY MIDWEST NATURAL
RESOURCES, INC. ON 2/16/2025.
2.SILT FENCE SHALL BE USED AS TEMPORARY TREE
PROTECTION.
202ND STREET WEST
GR
E
S
H
A
M
W
A
Y
STREET A
OVERALL LANDSCAPE PLAN:
L1.0 Title Sheet
L1.1
Notes and DetailsL2.0
Landscape Plan
LANDSCAPE SHEET INDEX:
SURVEYOR + CIVIL ENGINEER:
Total No. of Single Family Dwelling Units: 24
Total Lot Trees Required: (24 Lots x 2 Trees): 48
Additional Trees Required for Corner Lots:03
Total Lot Trees Required:51
Total Lot Trees Shown: 51
Total Developer Trees Shown: 76
Total Developer Shrubs Shown:44
Total Trees Proposed: 127
Required Tree Replacement (In Inches)184.5"
Mitigation Trees Shown (In Inches)184.5"
* SEE CIVIL PLANS FOR FULL TREE INVENTORY AND REMOVALS *
LANDSCAPE CALCULATIONS:
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DRAWN BY
AL
06/10/2026
DATE
REVISIONS
PROJECT NO.
26-116
SHEET NO.
07/07/2026REV. PER CITY COMMENTS
L1.0
PLANNERS / ENGINEERS / SURVEYORS
2999 W. CTY. RD. 42, SUITE 100, BURNSVILLE, MN 55306
PHONE: (952)890-6044 FAX: (952)890-6244
-Provide Two (2) Trees Per Lot
-Developer to Install all Front Yard Trees (overstory), Minimum (1) Per Lot
-Developer will install all Rear Yard Trees (understory), Minimum (1) Per Lot
Minimum New Tree Sizes:
-Coniferous: 8-Feet Tall
-Deciduous Overstory shade tree: 2.5" Caliper
-Deciduous Understory Ornamental Tree: 2" Caliper
CITY OF LAKEVILLE LANDSCAPE REQUIREMENTS:
LA
N
D
S
C
A
P
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T
I
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L
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1.See Civil Engineer's plans for grading layout and dimensions.
Actual locations of trees may vary, depending on final location
of driveways and utilities.
2.Contractor to coordinate any work in the city right-of-way with
the City of Lakeville Public Works Department.
3.See Civil plans for additional requirements regarding the site
plan layout.
4.Place a minimum of 6" topsoil or slope dressing on all areas
disturbed by construction, including right-of-way boulevards,
unless specified otherwise.
5.Sod all disturbed areas except plant beds and areas noted to
receive seed per civil plans.
6.See Civil Engineer's Plans for utility locations.
7.Irrigation plan to be design-build per lot by landscape contractor.
8.Protect existing trees to remain during construction.
9.Storm basin area seeding per civil engineer's plans.
10.See Sheet L2.0 for Landscape Notes and Details.
GENERAL NOTES:
PALMER CROSSING
PRELIMINARY LANDSCAPE PLANS
CITY OF LAKEVILLE SCREENING REQUIREMENTS:
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.
TREE DIVERSITY MATRIX:
TREE PRESERVATION PLANS: REFER TO SHEETS C800 - C802
PLANT SCHEDULE: REFER TO SHEET L1.1
STORM BASIN PER
CIVIL PLANS
50' SIGHT
TRIANGLE
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202ND STREET WEST
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PER CIVIL
TREES TO REMAIN, TYP.
TREES TO REMAIN, TYP.
TREES TO
REMAIN, TYP.
TREES TO REMAIN
OFF PROPERTY, TYP.
20' BUFFER STRIP
WALL PER
CIVIL PLANS
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BASIN MAINTENANCE
PATH - SEE CIVIL PLANS
16
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LANDSCAPE PLAN:
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DRAWN BY
AL
06/10/2026
DATE
REVISIONS
PROJECT NO.
26-116
SHEET NO.
07/07/2026REV. PER CITY COMMENTS
L1.1
Existing Tree To Remain
LANDSCAPE LEGEND:
0 100 200
1 inch = 40 feet
SCALE IN FEET
LA
N
D
S
C
A
P
E
P
L
A
N
1.See Civil Engineer's plans for grading layout and dimensions.
Actual locations of trees may vary, depending on final location
of driveways and utilities.
2.Contractor to coordinate any work in the city right-of-way with
the City of Lakeville Public Works Department.
3.See Civil plans for additional requirements regarding the site
plan layout.
4.Place a minimum of 6" topsoil or slope dressing on all areas
disturbed by construction, including right-of-way boulevards,
unless specified otherwise.
5.Sod all disturbed areas except plant beds and areas noted to
receive seed per civil plans.
6.See Civil Engineer's Plans for utility locations.
7.Irrigation plan to be design-build per lot by landscape contractor.
8.Protect existing trees to remain during construction.
9.Storm basin area seeding per civil engineer's plans.
10.See Sheet L2.0 for Landscape Notes and Details.
GENERAL NOTES:
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY
EVERGREEN TREES
AB Abies balsamea Balsam Fir 8` Hgt.B&B 14
JV Juniperus virginiana Eastern Red Cedar 8` Hgt.B&B 16
PD Picea glauca `Densata`Black Hills Spruce 8` Hgt.B&B 16
PS2 Pinus strobus White Pine 8` Hgt.B&B 11
ORNAMENTAL TREES
AO Aesculus glabra Ohio Buckeye 2" Cal.B&B 9
MA Maackia amurensis Amur Maackia 2" Cal.B&B 10
MS Malus x `Spring Snow`Spring Snow Crab Apple 2" Cal.B&B 8
SI Syringa reticulata `Ivory Silk`Ivory Silk Japanese Tree Lilac 2" Cal.B&B 8
OVERSTORY TREES
AR Acer rubrum Red Maple 2.5" Cal.B&B 4
AS Acer x freemanii `Sienna`Sienna Glen Maple 2.5" Cal.B&B 4
AA Acer x freemanii 'Jeffersred'Autumn Blaze® Freeman Maple 2.5" Cal.B&B 4
BR Betula nigra River Birch (Single Stem)2.5" Cal.B&B 6
CO Celtis occidentalis Common Hackberry 2.5" Cal.B&B 4
GD Gleditsia triacanthos inermis 'Draves' TM Street Keeper Honey Locust 2.5" Cal.B&B 3
QB Quercus bicolor Swamp White Oak 2.5" Cal.B&B 4
TL Tilia americana American Linden 2.5" Cal.B&B 2
UA Ulmus x `Accolade`Accolade Elm 2.5" Cal.B&B 4
SHRUBS
Cg Cornus racemosa Gray Dogwood 5 gal. (Min. 24" Hgt.)Pot 17
CL Cotoneaster lucidus Shiny Cotoneaster 5 gal. (Min. 24" Hgt.)Pot 17
SV Syringa vulgaris Common Lilac 5 gal. (Min. 24" Hgt.)Pot 10
PLANT SCHEDULE
* SEE CIVIL PLANS FOR FULL TREE INVENTORY AND REMOVALS *
Developer Planted Trees Developer Planted Shrubs
HA
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X X XXXXXX
HWLHWL
HW
L
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HW
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HW
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L
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HW
L
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HW
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HW
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HWL
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HW
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HW
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HW
L
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HWL
HW
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HWL
HWL
PROPOSED SEDIMENT POND
3 124
5
6
7
10
12
8
9
11
31
5
2
2
4
3
1
OUTLOT A
1
3
2
C.S.A.H. NO. 50 (202ND STREET WEST)
WA
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STREET A
204TH STREET WEST GREENWOOD
AVENUE
5' CONCRETE
SIDEWALK
4
13
6 7
R4
6
'
R15
'
R15'
16
'
16
'
32
'
B-
B
60
'
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CUL-DE-SAC
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32'
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60'
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54'51'
54'
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51
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EXISTING ROUNDABOUT
SHOWN PER PLAN BY OTHERS
PROPOSED RETAINING WALL
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PROJECT NO.
24331
CAD FILE
02/20/2026
DATE
REVISIONS
DRAWN BY
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2026-06-10 CITY COMMENTS
2026-07-01 CITY COMMENTS
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24331GHOST
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Know what's below.
before you dig.Call
R
SCALE IN FEET
0 50 100
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LEGEND
EXISTING TREELINE/TREES
EXISTING CURB & GUTTER
EXISTING FENCEXXXX
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING RETAINING WALL
PROPOSED CONCRETE
PROPOSED CURB & GUTTER
EXISTING FLAGPOLE
EXISTING SIGN
EXISTING FLOODPLAIN - ZONE AE
EXISTING FLOODPLAIN - 0.2% CHANCE
MAXIMUM BUILDING COVERAGE 40%
ZONING INFORMATION
RST-2 (SINGLE-FAMILY RESIDENTIAL)CURRENT ZONING:
PROPOSED ZONING:RST-2 (SINGLE-FAMILY RESIDENTIAL)
LOTS
GROSS DENSITY
(TOTAL UNITS/GROSS AREA)
NET DENSITY
(TOTAL UNITS/(GROSS AREA-OUTLOT-C.S.A.H. NO. 50)
LOTS
R.O.W.
EXISTING ROADS (C.S.A.H. NO. 50)
SUBDIVISION ROADS
OUTLOT
TOTAL
24 LOTS
2.40 D.U./ACRE
3.11 D.U./ACRE
6.02 ACRES
2.68 ACRES
(0.98 ACRES)
(1.70 ACRES)
1.30 ACRES
10.00 ACRES
MINIMUM SETBACKS (SINGLE FAMILY)
FRONT (HOUSE)
FRONT (GARAGE)
SIDE (HOUSE & GARAGE)
SIDE (STREET)
REAR
REAR YARD ABUTTING C.S.A.H. NO. 50
REAR YARD FOR ANY OPEN AND UNCOVERED TERRACES,
STEPS, DECKS, AND STOOPS
20 FEET
25 FEET
7 FEET
20 FEET
30 FEET
50 FEET
20 FEET
SITE DATA
GROSS AREA 10.00 ACRES
MINIMUM LOT REQUIREMENTS
LOT SIZE - INTERIOR
LOT SIZE - CORNER
LOT WIDTH - INTERIOR
LOT WIDTH - CORNER
7,500 S.F.
9,520 S.F.
55 FEET
70 FEET
LOTS DATA
NO. OF LOTS
SMALLEST LOT SIZE
LARGEST LOT SIZE
AVERAGE LOT SIZE
24 LOTS
8,450 S.F.
18,791 S.F.
10,919 S.F.
PROPOSED SEDIMENT POND
PROPOSED MAINTENANCE ACCESS
W/
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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
May 20, 2026
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: PALMER CROSSING
The Dakota County Plat Commission met on May 20, 2026, to consider the preliminary plat of the above
referenced plat. The plat is adjacent to CSAH 50 (202nd St. W.) and is therefore subject to the Dakota
County Contiguous Plat Ordinance.
The proposed site includes 24 residential lots. The right-of-way needs along CSAH 50 are 75 feet of half
right of way, which have been met. There is no access shown to CSAH 50. Restricted access should be
shown along all of CSAH 50. A quit claim deed to Dakota County for restricted access is required with the
recording of the plat mylars.
The city street (Street A) connects to the eastern boundary for future development to the east.
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 on June 23, 2026.
Traffic volumes on CSAH 50 are 3,978 ADT and are anticipated to be 7,300 ADT by the year 2040. 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 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
c: Matt Ostdiek (PFC Builders) and Rick Osberg (MN Hill, Inc.)
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Heather Botten, Senior Planner
Chloe Anderson, Civil Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Joe Masiarchin, Parks and Recreation Director
Zach Jorgensen, City Forester
Zach Johnson, City Engineer
Tina Goodroad, Community Development Director
Julie Stahl, Finance Director
Dave Mathews, Building Official
July 15, 2026
Palmer Crossing
• Preliminary Plat Review
• Preliminary Erosion and Sediment Control Plan Review
• Preliminary Grading and Drainage Plan
• Preliminary Utility Plan Review
• Preliminary Tree Preservation Plan Review
Poehling Family Companies, LLC has submitted a preliminary plat named Palmer Crossing.
The proposed subdivision is located south of and adjacent to 202nd Street W (CSAH 50), north
of Gresham Way, and east of Hamburg Avenue.
The parent parcel is identified as PID No 220280001018, currently zoned RST-2.
The preliminary plat consists of twenty-four (24) lots within three (3) blocks and one (1) outlot
on 10.00 acres.
The outlot created with the preliminary plat shall have the following use:
Outlot A: Stormwater management basin; to be deeded to the City (1.30 acres)
PPAALLMMEERR CCRROOSSSSIINNGG –– PPRREELLIIMMIINNAARRYY PPLLAATT
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The proposed development will be completed by:
Developer: Poehling Family Companies, LLC
Engineer/Surveyor: Hill Incorporated
The Palmer crossing site consists of undeveloped land with one pre-existing homestead and
accessory building(s) that will be demolished prior to site development. Three farmed
wetland areas have been identified within the site. Existing topography generally slopes from
west to east, directing runoff towards the East Branch of South Creek. An overhead utility line
is located adjacent to the north property line of the parent parcel.
Existing public infrastructure is located adjacent to the site, including watermain, sanitary,
and storm sewer facilities.
There are no public easements with the City that are required to be vacated with the final
plat. There is right-of-way that is to be vacated with the final plat. There is an existing 15-inch
storm sewer line within the proposed right-of-way vacation area. Perimeter drainage and
utility easements shall be provided with the preliminary and final plat in accordance with City
Ordinance requirements.
No special assessments have been identified related to the subject preliminary plat boundary.
202nd Street W (CSAH 50)
Palmer Crossing is located south of and adjacent to 202nd Street W, a Minor Arterial roadway
as identified in the City’s Comprehensive Transportation Plan. 202nd Street W adjacent to the
site is a two-lane divided roadway. The current Dakota County Plat Review Needs Map
indicates a half right-of-way requirement of 75-feet adjacent to the plat, which has been met.
The preliminary plat was reviewed by the Dakota County Plat Commission at its May 20th,
2026 meeting.
Gresham Way
The site is located north of Gresham Way, a local roadway. Gresham Way is currently
constructed as a 30-foot-wide urban roadway with sidewalk facilities consistent with City
standards. Development of Palmer Crossing includes the extension of Gresham Way at the
existing northern terminus, proposed to terminate into a cul-de-sac. This street will be
PPAALLMMEERR CCRROOSSSSIINNGG –– PPRREELLIIMMIINNAARRYY PPLLAATT
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constructed to City standards within dedicated right-of-way and will provide access to
adjacent residential lots.
Street A
Development includes the construction of Street A, designed as local roadway with a
temporary cul-de-sac. This street will be constructed to City standards within dedicated right-
of-way and will provide access to adjacent lots.
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
Development does not include the grading or restoration of public trails.
The park dedication requirement for the parent parcels has not been collected and shall be
satisfied through a cash contribution that shall be paid with the final plat.
Palmer Crossing is located within sub-district SC-44 of the South Creek sanitary sewer district
as identified in the City’s Comprehensive Sewer Plan.
Development includes the extension of 8-inch public sanitary sewer through the site to serve
the proposed lots. The wastewater from the proposed site will be conveyed by City-owned
sanitary sewer facilities to the Elko/New Market interceptor and then to the Empire
Wastewater Treatment Plant. The existing City-owned downstream facilities are adequate to
convey the wastewater generated by the proposed development.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must
be paid with the final plat.
Final locations and sizes of all sanitary sewer facilities will be reviewed by City staff with the
final plat, building permit application and final construction plans.
Development includes the extension of 8-inch public watermain through the site to provide
water service to the subdivision.
The Lateral Watermain Charge has not been collected on the parent parcels and must be paid
with the final plat.
PPAALLMMEERR CCRROOSSSSIINNGG –– PPRREELLIIMMIINNAARRYY PPLLAATT
JJUULLYY 1155,, 22002266
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Final locations and sizes of all watermain facilities will be reviewed by City staff with the final
plat, building permit application and final construction plans.
An overhead electric transmission line and poles are located along the south side of 202nd
Street W, on the parent parcel. The Developer will be required to remove the poles and place
the utilities underground when the preliminary plat is developed, consistent with the City’s
Public Ways and Property Ordinance, or provide a security for their share of the costs to bury
the overhead utility adjacent to the plat.
The site is located within subdistrict SC-053 of the South Creek District of the City’s
Comprehensive Water and Natural Resources Management Plan.
Development includes the construction of one (1) publicly owned and maintained
stormwater management basin. The stormwater management system will treat runoff
generated from the proposed subdivision and shall be designed consistently with City
requirements with the final plat. The basin will be located in Outlot A, which will be deeded to
the City with the final plat. A stormwater maintenance agreement (SMA) will be required with
the final plat.
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.
Palmer Crossing contains more than one acre of site disturbance. A National Pollution
Discharge Elimination System General Stormwater Permit for construction activity is required
by the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by
grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City
upon receipt from the MPCA.
Development of Palmer Crossing includes the construction of public storm sewer systems to
collect and convey runoff from public right-of-way and lots to the stormwater management
basin within Outlot A.
Drain tile construction is required in areas of non-granular soils within the development for
the street sub-cuts and lots. Any additional drain tile construction, including perimeter drain
PPAALLMMEERR CCRROOSSSSIINNGG –– PPRREELLIIMMIINNAARRYY PPLLAATT
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PPAAGGEE 55 OOFF 66
tile 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 must be paid with
the final plat.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
building permit application and final construction plans.
202nd St W (CSAH 50) is classified as a Minor Arterial roadway per the City’s Transportation
Plan. Buffer yards, including berming and/or plantings of a sufficient density to provide a
visual screen and buffer a minimum of ten feet in height, shall be provided adjacent to this
roadway consistent with the Zoning Ordinance. A certified as-built grading plan of required
berms must be approved by the City prior to installation of buffer plantings.
The development is shown on the Flood Insurance Rate Map (FIRM #27037C0213E effective
12/2/2011) 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.
A wetland delineation was reviewed and approved for the site on 6/29/2026. The wetland
delineation identified three farmed wetland areas within the project. The developer is
proposing to impact 2,076 sf of wetland with the development. The developer must submit a
wetland replacement plan for review and approval to the City prior to any grading.
The tree preservation plan for Palmer Crossing identifies 1,833 diameter inches of significant
trees onsite. As a residential district, the tree removal threshold is 40%, or 733.2 inches. Plans
propose to remove 1,311 diameter inches (71.5%) which is above the threshold. The tree
replacement requirement for this site is 184.5 diameter inches of new tree planting which is
met by the buffer and screening trees as shown on the landscape plan dated 7/7/2026. The
tree preservation and replanting plans meet the requirements of the ordinance.
All trees identified for preservation shall be protected with appropriate tree protection
fencing and measures installed prior to, and maintained throughout, construction. Any trees
to be preserved that are damaged or removed during construction will require replacement
in accordance with the Tree Preservation Ordinance (11-21-11).
EERROOSSIIOONN CCOONNTTRROOLL
PPAALLMMEERR CCRROOSSSSIINNGG –– PPRREELLIIMMIINNAARRYY PPLLAATT
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The Developer is responsible for obtaining an MPCA Construction Permit for the site prior to
construction. The SWPPP has been reviewed by the city and revisions are needed prior to any
grading on the site. The SWPPP will need to be submitted and approved by City staff prior to
start of any activity on the site. Changes made throughout construction should be
documented in the SWPPP.
Additional erosion control measures may be required during construction as deemed
necessary by City staff. Any additional measures require shall be installed and maintained by
the Developer.
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Palmer Crossing preliminary plat, grading and
erosion control plan, utility plan and tree preservation plan, subject to the requirements and
stipulations within this report.