Item 3.1 Zachman Meadows 2nd Addition3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
PLANNING REPORT
TO: Otsego Planning Commission
FROM: D.Daniel Licht
REPORT DATE: 10 June 2026
ACTION DATE: 3 July 2026
RE: Otsego – Zachman Meadows 2nd Addition; Preliminary Plat
TPC FILE: 101.02
BACKGROUND
Boyd-Dollansky, LLC proposes to subdivide PID 118-800-262302 as a second phase of the
Zachman Meadows residential plat. The subject property is 12.12 acres located north of 70th
Street and east of Kadler Avenue. The proposed development consists of 43 single family lots.
The proposed subdivision requires applications for a Zoning Map amendment, a PUD
Development Stage Plan, and a preliminary plat. The applications are subject to review by the
Planning Commission and approval of the City Council. A public hearing to consider the
zoning and subdivision applications has been noticed for the Planning Commission meeting on
15 June 2026.
Exhibits:
§Property location map
§Applicant Narrative dated 4 May 2026
§Civil plans dated 2 June 2026 (19 sheets)
§Floodplain Mitigation Map dated 4 May 2026
§PUD, Planned Unit Development District ordinance
Item 3.1
2
ANALYSIS
Zoning. The subject property is zoned A-1, Agriculture Rural Service District. The proposed
subdivision requires consideration of a Zoning Map amendment to rezone the subject property
to PUD, Planned Unit Development District. The PUD District is to be based upon the uses and
standards established for the residential Zachman Meadows preliminary plat by Ordinance
2024-05 adopted 22 April 2024. The Zoning Map amendment is to be considered based upon,
but not limited to, the criteria established by Section 11-3-2.F of the Zoning Ordinance,
respectively:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The proposed development is consistent with the 2023 Comprehensive Plan,
including the following policies:
§ Cluster land complementary uses and activities into functionally
related sub-units of the community as determined by physical
barriers, homogeneous land use characteristics, and service area
boundaries.
§ Accomplish transitions between different land uses in an orderly
manner so as not to create negative impacts on adjoining
developments; changes in types of land use shall occur either at mid-
block points, so that similar uses front on the same street, or at
borders of areas separated by physical barriers.
§ Recognize the need to develop a variety of twin homes, townhouses,
and multiple family dwellings to supplement conventional single
family homes giving due consideration to local market demands and
desired community character.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The proposed development continues the land use pattern from Kittredge
Crossings west through Windsong to Kadler Avenue with density increasing toward
Kadler Avenue. The proposed residential uses are separated from existing and planned
industrial uses to the north and west by wetland areas and Kadler Avenue, respectively,
to provide necessary transition.
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3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed development will comply with the requirements of the Zoning
Ordinance, Subdivision Ordinance, and City Code including those provisions established
as part of the PUD District.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The property is accessed by existing Minor Arterial and Commercial/Industrial
Collector streets that have capacity to accommodate the traffic generated by the
proposed development.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The proposed development is located within the West Sewer District and
includes land uses consistent with the Future Land Use Plan. The City has adequate
capacity to serve the proposed development.
EAW. An Environmental Assessment Worksheet was prepared in accordance with Minnesota
Rules 4410.4300 to evaluate the potential environmental effects of the initial Zachman
Meadows and Condo Suites Otsego development; the subject property was included in this
environmental review. The EAW document was noticed on 11 March 2025 and published by the
Environmental Quality Board (EQB) and distributed to stakeholders and agencies identified by
the EQB on 18 March 2025. At its meeting on 28 April 2025, the City Council adopted Findings of
Fact, Conclusions, and Response to Comments and determined that the development did not have
the potential for significant environmental effects, and that preparation of an Environmental
Impact Statement was not required.
Kadler Avenue. The property abuts Kadler Avenue, which the 2023 Transportation Plan
designates as a Commercial/Industrial Collector Street. The Transportation Plan further
identifies Kadler Avenue as a future Minor Arterial and possible Wright County roadway
between 70th Street (future CSAH 38) and 95th Street (CSAH 39). The City has required
dedication of 75 feet for one-half the right-of-way from developments abutting Kadler Avenue
to allow for future expansion of the roadway consistent with Minor Arterial standards. The
preliminary plat illustrates dedication of 75 feet wide right-of-way for the east half of Kadler
Avenue abutting the subject site.
One access is proposed to Kadler Avenue at the northwest corner of the preliminary plat. The
proposed access aligns with the north driveway access to the Dakota Supply Group lot on the
west side of Kadler Avenue to avoid conflicts with turning vehicles. Section 10-8-5.B.4.c of the
Subdivision Ordinance requires a minimum of 500 feet between local street intersections to
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Kadler Avenue based on its designated functional classification. The proposed access from the
preliminary plat to Kadler Avenue is 1,050 feet from Kittredge Parkway to the south and 950
feet from future 77th Street to the north. The proposed access spacing complies with the
provisions of the Subdivision Ordinance.
Local Streets. Lots are to be accessed via local public streets internal to the preliminary plat
with connections at Kadler Avenue, Kaeding Avenue, and Kagen Avenue. The local streets are
designed with 60 foot rights-of-way as required by Section 10-8-5.B.1 of the Subdivision
Ordinance and a 28 foot wide street section with a sidewalk on one side, as outlined by the
Engineering Manual. There are no cul-de-sac streets within the proposed preliminary plat.
Street names will be assigned by City staff in accordance with the Wright County grid system
and Section 10-8-5.B.13 of the Subdivision Ordinance.
Section 8-8-4 of the City Code specifies installation of street lighting for new subdivisions at the
corners of intersecting streets and midblock locations for blocks longer than 900 feet. Street
lighting is to be shown on the utility plan.
All street design and construction plans and signs are subject to review and approval of the City
Engineer.
Blocks. Section 10-8-3.A of the Subdivision Ordinance establishes that blocks within a
subdivision are to be a minimum of 300 feet and not more than 1,200 feet in length. The three
blocks within the preliminary plat comply with the minimum and maximum length
requirements established by the Subdivision Ordinance.
Lot Requirements. The Zachman Meadows PUD District allows for single family lots having a
minimum average area of 5,000 square feet and minimum width of 40 feet based on single
family villa style homes. The average lot area within the preliminary plat is 6,717 square feet
and all the proposed single family lots are at least 40 feet wide with additional width for corner
lots to meet setback requirements from the street abutting the side lot line. The preliminary
plat complies with the minimum lot requirements of the Zachman Meadows PUD District.
Setbacks. The table below outlines minimum setbacks required for the preliminary plat by the
Zachman Meadows PUD District:
Kadler
Avenue
Local
ROW
Side Rear
Required 65ft. House 25ft.
Garage 30ft.
7ft. 20ft.
Proposed 30ft. 25ft. Interior 7ft.
Corner 15ft.
Block 2: 15ft.
Other: 20ft.
5
The rear yard setback from Kadler Avenue required by the PUD District is reduced from 65 feet
to 30 feet based on the difference in right-of-way dedication for a Commercial/Industrial
Collector Street versus that required for a potential future Minor Arterial/County Road. Because
there is no established timeline for whether Kadler Avenue will be upgraded to a Minor Arterial,
the effective setback between the homes and the existing street would be the same as if a 65
foot setback were required.
Landscaping. Section 11-19-2.B.2 of the Zoning Ordinance requires that two shade trees be
provided for each lot, one of which must be in the front yard, at the time of house construction.
The front yard trees are required to be planted outside of public right-of-way. Section 11-19-3.B
requires that lots abutting collector and arterial streets provide a landscape buffer yard. The
submitted landscape plan includes the buffer yard plantings with the required size and number
of plants and appropriate plant types for the lots within Block 3 subject to the buffer yard
landscape requirement.
Stormwater Management. The developer has submitted grading, drainage, and erosion control
plans for development of the preliminary plat. Portions of the property are within the 100-Year
Floodplain. The grading plan addresses filling areas of the floodplain and provides mitigation for
additional flood storage. The developer has also submitted a wetland delineation for the
proposed preliminary plat. Wetlands to be preserved are required by Section 11-16-5.F of the
Zoning Ordinance to be protected by a 20 foot buffer with the wetland and wetland buffer
platted within an outlot deeded to the City. All grading, drainage, wetland impacts, and erosion
control issues are subject to review and approval of the City Engineer.
Utilities. The subject property is within the West Sewer District with sewer and water utilities
available at the south line of the preliminary plat. The developer has submitted plans for
extension of sewer and water utilities to serve the proposed lots within the preliminary plat.
The sewer extension includes additional depth and/or capacity necessary to function as a trunk
facility serving areas west of Kadler Avenue. The developer will receive credit for the cost of the
trunk portion of the sewer improvements against Sewer Availability Charges. All utility plans
and trunk credits are subject to review and approval of the City Engineer.
Easements. Section 10-18-12.A of the Subdivision Ordinance requires 10 foot drainage and
utility easements at the perimeter of all lots (overlying side lot lines), as well as over any
stormwater management facilities, wetlands, and wetland buffers not platted within outlots
deeded to the City. The preliminary plat provides for dedication of required easements, which
are to be subject to review and approval of the City Engineer.
Outlots. The preliminary plat includes Outlot A, which overlays that portion of a creek,
floodplain, wetlands, and wetland buffers within the subject property. The stormwater basin at
the rear of the lots within Block 1 should also be platted in an outlot to be deeded to the City
for stormwater management purposes in accordance with Section 10-8-12.D of the Subdivision
Ordinance.
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Park Dedication. Section 10-8-15.A of the Subdivision Ordinance requires subdividers to
dedicate a reasonable portion of the buildable land within a proposed preliminary plat for
public use as parks or open space. The City may also choose to accept an equivalent amount in
cash for part or all the land required to be dedicated.
The subject property is within the service area for Kittredge Park to the east. The Future Parks
and Trails Map identifies a future Greenway corridor adjacent to the creek along the north line
of the subject property. Due to the limited depth of the subject property between the Zachman
Meadows plat and the creek, there is not sufficient space to accommodate the Greenway
corridor on the south side of the creek. The needed area for the Greenway corridor will have to
be acquired from the property to the north.
City staff has discussed the possibility that the developer could acquire and dedicate a drainage
and utility easement, as well as a trail easement for the Greenway corridor, over the creek,
floodplain, wetlands, and wetland buffers on the parcel to the north with the trail easement
being credited for park dedication. This matter is still under discussion between City staff and
the developer and will need to be determined prior to final plat approval. If dedication of land
in the form of drainage and utility and trail easements is not agreed upon, payment of a cash
fee in lieu of land for each single family lot will be required based on the fee in effect at the
time the development contract is executed.
Development Contract. Section 10-10-4.A of the Subdivision Ordinance requires execution of a
Development Contract with final plat approval to provide for completion of public
improvements, establishment of required securities, and payment of applicable fees related to
the subdivision of the subject property.
Development fees required to be paid based on the fee schedule in effect at the time the
development contract is executed include, but are not limited to, the following:
• Water Availability Charge
• Sewer Availability Charge (less trunk credits)
• Otsego Creek Stormwater Impact Fee
• Park fee in lieu of land dedication
Payment of Utility Connection Fees is due at the time a building permit is issued for each lot in
accordance with Title 6, Section 1 of the City Code.
The City Attorney will draft a PUD Agreement and Development Contract addressing the
subdivision improvements for approval by the City Council concurrent with the final plat.
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RECOMMENDATION
The proposed Zachman Meadows 2nd Addition PUD Development Stage Plan and preliminary
plat are consistent with the goals and policies of the 2023 Comprehensive Plan. The proposal
also complies with the requirements of the Zachman Meadows PUD District, the Zoning
Ordinance, and the Subdivision Ordinance. Accordingly, City staff recommends approval of the
applications subject to the conditions outlined below.
POSSIBLE ACTIONS
Motion to recommend approval of a Zoning Map amendment rezoning the subject property to
PUD District and approval of a PUD Development Stage Plan and preliminary plat of Zachman
Meadows 2nd Addition, subject to the following conditions:
1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The
City shall only allocate sanitary sewer capacity to approved final plats with signed
development contracts to assure the City of timely development.
2. All right-of-way dedication, street design and construction plans, sidewalks, street
lighting and street names shall be subject to review and approval of the City Engineer.
3. All lots within the preliminary plat shall comply with the following setbacks:
Kadler
Avenue
Local
ROW
Side Rear
Proposed 30ft. 25ft. Interior 7ft.
Corner 15ft.
Block 2: 15ft.
Other: 20ft.
4. Two shade trees shall be planted upon each lot by the builder, one of which shall be in
the front yard.
5. Residential buffer yard landscaping shall be planted by the developer within Block 3 as
required by the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
6. All grading, drainage, floodplain, wetland, and erosion control issues shall be subject to
review and approval of the City Engineer.
7. A Stormwater Impact Fee for Otsego Creek shall be paid by the developer in accordance
with the fee in effect upon execution of the development contract.
8. All utility plans shall be subject to review and approval of the City Engineer.
9. Utility Availability Charges shall be paid by the developer in accordance with the fee in
effect upon execution of the development contract.
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10. Utility Connection Fees shall be paid by the developer at the time a building permit is
issued for each lot in accordance with the City Code and fee schedule in effect.
11. All drainage and utility easements shall be subject to review and approval of the City
Engineer.
12. The preliminary plat shall be revised to encompass the stormwater basin within an
outlot to be designated as Outlot B, subject to review and approval of the City Engineer.
13. Outlot A and Outlot B shall be deeded to the City for stormwater management
purposes.
14. Park dedication requirements shall be satisfied as payment of a cash fee in lieu of land in
accordance with the fee in effect upon execution of the development contract, unless
an agreement is reached to dedicate land subject to approval of the City Council.
15. A PUD Agreement and Development Contract as drafted by the City Attorney and
approved by the City Council shall be executed by the developer.
16. The final plat shall be recorded within one year of City Council approval unless an
extension is approved by the City Council.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Property Location Map
Zachman Meadows 2nd Addition
1,051 ft
Overview
Legend
Highways
Interstate
State Highway
US Highway
Roads
City/Township Limits
c
t
Parcels
Torrens
Narrative
Zachman Meadows 2nd Addition
Prepared for:
Boyd Dollansky, LLC
May 4, 2026
SUBMITTED TO
City of Otsego Planning Department
13400 90th Street NE
Otsego, MN 55330
PREPARED BY
Landform Professional Services, LLC
105 5th Ave S, Suite 513
Minneapolis, MN 55401
Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC
TABLE OF CONTENTS
Introduction .................................................................................................................................................. 1
Development Plan ......................................................................................................................................... 1
Summary ....................................................................................................................................................... 2
Contact Information ...................................................................................................................................... 2
Zachman Meadows 2nd Addition, Otsego, MN May 4, 2026
BDL23001 1
Introduction
On behalf of Boyd Dollansky, LLC, Landform is pleased to submit this application for a Rezoning and Preliminary Plat
for a property at PID #118800262302. The proposed development includes single-family homes that expand off the
first mixed use addition to the south. This 12.12-acres site is a follow up to the EAW that was completed in April of
2025 for the entire Zachman Meadows development. We are excited about the improvements proposed for this site.
Development Plan
Rezoning
We intend to develop the site as part of the existing PUD to the south and would need to have the parcel rezoned to
PUD to match the standards for the 1st addition. The PUD zoning would match the southern site which is guided the
same for residential. This would be an
The requested rezoning to PUD complies with the standards in Section 11-3-2(F) of the Zoning Ordinance as follows:
1. The proposed action's consistency with the specific policies and provisions of the City Comprehensive Plan.
The PUD would be consistent with the underlying land use and the specific policies and provisions of the City’s
Comprehensive Plan.
2. The proposed use's compatibility with present and future land uses of the area.
The uses would be consistent with the land uses in the 2023 Comprehensive Plan. The Low-Medium Density
land use on the property allows development of single family homes that will transition from the existing homes
on the east to the industrial development on the west side of Kadler Avenue as anticipated in the
Comprehensive Plan.
3. The proposed use's conformity with all performance standards contained within this title and other provisions of
this Code.
The development will comply with all performance standards contained in the Zoning Ordinance except where
specific flexibility has been granted by the existing PUD to the south.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the property.
The property is bounded by Kadler Avenue on the west (a future major collector) and 70th Street NE on the
south (a future major arterial). These streets will accommodate the traffic anticipated by this development.
5. The proposed use can be accommodated by existing public services and facilities and will not overburden the
City's service capacity.
The proposed use can be accommodated by existing public services and facilities and will not overburden the
City’s service capacity. The property is in the sewered district and services are stubbed to the property.
The existing PUD zone includes base zoning districts Residential-Medium Density District (R-6), Residential-High
Density District (R-7) and General Industrial District (I-2) in accordance with the future land use guidance in the
Zachman Meadows 2nd Addition, Otsego, MN May 4, 2026
BDL23001 2
Comprehensive Plan. The PUD standards would allow for a 5,000 sq. ft. minimum lot size average in the single
family villa lots similar to those found directly to the east.
We are requesting approval of the following residential setbacks in the PUD:
Front = 25 feet
Front, corner = 15 feet
Rear, adjacent to Kadler = 30 feet
Side = 7 feet
Rear = 20 feet
Rear = 15 feet (Block 2)
The site will comply with the landscaping standards in Chapter 19 of the Zoning Ordinance and the building
standards in Chapter 17 of the Zoning Ordinance.
Preliminary Plat
The preliminary plat shows 43 single family lots that build off the temporary cul-de-sacs of both Kagen Avenue and
Kaeding Lane. The roads will connect as the “new“ section of 75th Street that will have an additional access onto
Kadler Ave that matches with the industrial drive access across from it.
The single-family lots have sizes ranging from 4,577 sq. ft. to 9,881 sq. ft. with an average of 6,717 sq. ft. for the
entire addition. The development meets the standards found in the Zoning Ordinance except for the flexibility that is
allowed in the existing PUD that this would be included in if rezoned.
Summary
We respectfully request approval of the rezoning and preliminary plat at the June 1st Planning Commission and June
8th City Council.
Contact Information
This document was prepared by:
Zeke Peters, AICP
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
Any additional questions regarding this application can be directed to Eric Luth at eluth@landform.net or
612.638.0261.
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
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U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C0.1
CIVIL & LANDSCAPE TITLE SHEET
C001BDL001-003.DWG
ZACHMAN MEADOWS 2ND ADDITION
OTSEGO, MINNESOTA
NORTHNO SCALE
AREA LOCATION MAP
SHEETS ISSUED BY DATE
COMPOST/BIO LOG
D Angle
&And
@ At
100 YR.100 Year Flood Elevation
A.B.Anchor Bolt
A.D.Area Drain
A/C Air Conditioning Unit
ADD.Addendum
ADDL.Additional
ADJ.Adjacent / Adjust
AHU Air Handling Unit
ALT.Alternate
ALUM.Aluminum
ANOD.Anodized
APPROX.Approximate
ARCH Architect / Architectural
AUTO.Automatic
AVG.Average
B.C.Back of Curb
B/W Bottom of Wall
BFE Basement Floor Elevation
BIT Bituminous (Asphaltic)
BLDG Building
BM Benchmark
BSMT.Basement
C.F.Cubic Feet
C.F.S.Cubic Feet Per Second
C.G.Corner Guard
C.J.Control Joint
C.L.Centerline
C.M.U.Concrete Masonry Unit
C.O.Cleanout
C.O.E.U.S. Army Corps Of Engineers
C.Y.Cubic Yards
CB Catch Basin
CBMH Catch Basin Manhole
CEM.Cement
CIP Cast Iron Pipe
CMP Corrugated Metal Pipe
CONC.Concrete (Portland)
CONN.Connection
CONST.Construction
CONT.Continuous
CONTR.Contractor
COP.Copper
CU.Cubic
D.S.Down Spout
DEG.Degree
DEMO.Demolition / Demolish
DEPT.Department
DET.Detail
DIA.Diameter
DIAG.Diagonal
DIM.Dimension
DIP Ductile Iron Pipe
DN Down
DWG.Drawing
E.East
E.J.Expansion Joint
E.O.Emergency Overflow
E.O.S.Emergency Overflow Swale
E.W.Each Way
EA.Each EL.Elevation
ELEC.Electrical
ELEV.Elevation
EMER.Emergency
ENGR.Engineer
ENTR.Entrance
EQ.Equal
EQUIP.Equipment
EQUIV.Equivalent
EXIST.Existing
EXP.Expansion
F & I Furnish and Install
F.B.O.Furnished by Others
F.C.Face of Curb
F.D.Floor Drain
F.D.C.Fire Department Connection
F.V.Field Verify
FB Full Basement
FBWO Full Basement Walk Out
FBLO Full Basement Look Out
FDN.Foundation
FES Flared End Section
FFE Finished Floor Elevation
FLR.Floor
FT. OR (')Foot
FUT.Future
G.B.Grade Break
G.C.General Contractor
GAL.Gallon
GALV.Galvanized
GFE Garage Floor Elevation
GL.Glass
GR.Grade
H.Height
H.P.High Point
HDPEP High Density Polyethylene Pipe
HGT.Height
HORIZ.Horizontal
HVAC Heating, Ventilation, Air Conditioning
HYD Hydrant
I.D.Inside Dimension OR Identification
I.E. or IE Invert Elevation
IN. OR (")Inches
INFO.Information
INL.Inlet Elevation
INSUL.Insulation
INV.Invert Elevation
JT.Joint
L.F.Linear Feet
L.P.Low Point / Liquid Petroleum
LB.Pound
LGU Local Government Unit
LB.Pound
LB.Longitudinal
LT.Light / Lighting
MAINT.Maintenance
MAS.Masonry
MATL.Material
MAX.Maximum
MECH Mechanical
MED.Medium
MFR.Manufacturer
MH Manhole
MIN.Minimum / Minute
MISC.Miscellaneous
MNDOT Minnesota Department Of Transportation
MOD.Module / Modular
MUL.Mullion
N.North
N.I.C.Not In Contract
NO. OR #Number
NOM Nominal
NTS Not to Scale
NWE Normal Water Elevation
NWL Normal Water Level
O.F.On Center
O.G.Outside Dimension
O.H.Overhead Electric
OH.Overhead
OHWL Ordinary High Water Level
OPNG.Opening
ORIG.Original
P.C.Point of Curvature
P.I.Point of Intersection
PIV Post Indicator Valve
P.L. OR P/L Property Line
P.O.B.Point of Beginning
P.S.F.Pounds Per Square Foot
P.S.I.Pounds Per Square Inch
P.T.Point of Tangency
P.V.C.Point of Vertical Curvature
P.V.I.Point of Vertical Intersection
P.V.T.Point of Vertical Tangency
PE Polyethylene
PED.Pedestal / Pedestrian
PERF.Perforated
PREP.Preparation
PROJ.Project
PROP.Proposed
PVC Poly-Vinyl-Chloride (Piping)
PVMT.Pavement
QTR.Quarter
QTY.Quantity
R Radius
RAD.Radius
RE Rim Elevation (Casting)
R.D.Roof Drain
R.E.Remove Existing
R.O.Rough Opening
R.P.Radius Point
RC Reinforced Concrete Pipe
R.S.Rough Slab
RSD Roof Storm Drain
RE.Regarding
REINF.Reinforced
REQ'D Required
REV.Revision / Revised
RGU Regulatory Government Unit
ROW OR R/W Right of Way
S.South
S.F.Square Feet
SAN.Sanitary Sewer
SECT.Section
SE Split Entry /Side Exit
SEWO Split Entry Walk Out /Side Exit Walk Out
SHT.Sheet
SIM.Similar
SLNT.Sealant
SPEC.Specification
SQ.Square
SSD Subsurface drain
STMH Storm Sewer Manhole
STD.Standard
STRUCT.Structural
SYM.Symmetrical
T Thickness
T/R Top of Rim
T/W Top of Wall
TEMP.Temporary
THK.Thick / Thickness
T.J.Tooled Joint
TNH Top Nut Hydrant
TYP.Typical
U.N.O.Unless Noted Otherwise
V.B.Vapor Barrier
V.C.Vertical Curve
V.I.F.Verify In Field
VER.Verify
VER.Vertical
VEST.Vestibule
W Width
W.PT.Working Point
W.W.F.Welded Wire Fabric
W/With
W/O Without
WO Walk Out
VER.Wetland
WP Waterproof
WETL.Weight
YD.Yard
YR.Year
EROSION CONTROL BLANKET
ABBREVIATIONS
SILT FENCE
SYMBOL DESCRIPTION
REVISED AREA (THIS ISSUE)
REVISION - ADDENDUM, BULLETIN, ETC.
NOTE REFERENCE
LARGE SHEET DETAIL
COORDINATE POINT
PARKING STALL COUNT
DESCRIPTIONSYMBOL
EROSION CONTROL SYMBOLS
DRAWING SYMBOLS
LEGAL DESCRIPTION
BENCHMARK
INLET PROTECTION
C21
C7.31
12
2
Project Benchmark:
MNDOT GSID Station #34925
Station Name: 8680 K
Location: 2.0 miles northwest of Albertville, 1.3 miles northwest-along Interstate Highway 94 from the junction of Interstate Highway 94
and County Road 19 in Albertville, 179.4 feet east-southeast of milepost 200, 92.0 feet north-northeast of westbound Interstate Highway
94, at Interstate Highway 94 milepoint 200.0, 6.5 feet southwest of a fence, 6.6 feet south-southwest of a witness post.
Elevation = 965.74 FEET (NGVD29)
Site Benchmark:
Type: Top Nut Hydrant
Location = At the Southwest corner of the temporary cul-de-sac for Keading Ave NE.
Elevation = 960.87 (NGVD29)
That part of said Southwest Quarter of the Northwest Quarter of Section 26, Township 121, Range 24, Wright County, Minnesota lying
southerly of the following described line:
Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of North 00
degrees 50 minutes 36 seconds West, along the west line of said Southwest Quarter of the Northwest Quarter, for a distance of 462.17
feet to the Point of Beginning of the line to be described; thence South 85 degrees 19 minutes 35 seconds East a distance of 375.46 feet;
thence North 78 degrees 03 minutes 21 seconds East a distance of 382.81 feet; thence South 67 degrees 06 minutes 51 seconds East a
distance of 284.72 feet; thence South 48 degrees 37 minutes 24 seconds East a distance of 324.34 feet; thence South 66 degrees 03
minutes 13 seconds East a distance of 39.44 feet; thence North 88 degrees 28 minutes 35 seconds East a distance of 34.91 feet to a
point on the east line of said Southwest Quarter of the Northwest Quarter, said point being distant 144.25 feet north of the southeast
corner of said Southwest Quarter of the Northwest Quarter as measured along said east line and there terminating.
3
BOYD DOLLANSKY, LLC
W7120 OAKDALE DRIVE
BEAVER DAM, WISCONSIN, 53916
TEL 612-309-9563
EMAIL BOYDDOLLANSKY@GMAIL.COM
CONTACT: CRAIG DOLLANSKY
DESCRIPTIONSHEET NO.
CIVIL & LANDSCAPE TITLE SHEET
EXISTING CONDITIONS & REMOVALS PLAN
PRELIMINARY PLAT & SITE PLAN
GRADING, DRAINAGE & EROSION
CONTROL PLAN
GRADING, DRAINAGE & EROSION
CONTROL DETAILS
SWPPP
SANITARY SEWER & WATERMAIN PLAN &
PROFILE
SANITARY SEWER & WATERMAIN PLAN &
PROFILE
STORM SEWER PLAN & PROFILE
STORM SEWER PLAN & PROFILE
STREETS PLAN & PROFILE
STREETS PLAN & PROFILE
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
LANDSCAPE PLANTING PLAN
LANDSCAPE DETAILS
CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX
OWNER
C0.1
C1.1
C2.1
C3.1
C3.2
C3.3
C4.1
C4.2
C5.1
C5.2
C6.1
C6.2
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1
L7.1
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: ERIC LUTH
PROJECT CONTACTS
CIVIL ENGINEER LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: JERROD GUSTAVUS LESAVAGE
SURVEYOR
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: JOHN ORTIZ
LANDSCAPE ARCHITECT
06.02.2505.04.26X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UNDERGROUND FIBER OPTICFO
MODULAR RETAINING WALL
FIELDSTONE RETAINING WALL
NEW
CATV UNDERGROUND CABLE/TV
EXISTING DESCRIPTION DESCRIPTION
STORM SEWER
WATERMAIN
FORCE MAIN
SANITARY SEWER-WASTE
ROOF DRAIN SYSTEM
GAS LINE-UNDERGROUND
FIRE LINE (IF SEPARATE)
FIRE DEPT. CONNECTION
SOIL SUBDRAIN
TELEPHONE-UNDERGROUND
ELECTRIC-UNDERGROUND
LAWN SPRINKLER SLEEVE
BLDG.
GAS
TELE
ELEC
LSS
C.O.
MAJOR CONTOUR
BUILDING
SPOT ELEVATION
120
CONCRETE
SLOPE DIRECTION
CONCRETE CURB
GUARD RAIL
FENCING
CONCRETE RETAINING WALL
HEIGHT, TYPE
POWER POLE
LIGHT STANDARD
EXIT LOCATION
UNDERGROUND STRUCTURE
EDGE OF PAVEMENT
BOLLARD
CANOPY / OVERHANG
BIT. EDGE
CATCH BASIN
MANHOLE
SYMBOLS
LANDSCAPING
GRAVEL
FLAG POLE
>
>>
POWERPOLE
GUARD POST
GAS METER
TREES
TRAFFIC SIGN
WATER MAIN
SANITARY SEWER LINE
STORM SEWER LINE
OVERHEAD ELECTRIC
MAJOR CONTOUR
SPOT ELEVATION
CONCRETE
BUILDING
CANOPY / OVERHANG
120
12"STS
8"SAN
FENCING
CONCRETE CURB
RETAINING WALL
OE
STORM MANHOLE
WATER VALVE
FIRE HYDRANT
FLARED END SECTION
CATCH BASIN
6"WTR
XXHEIGHT, TYPE
1 NOTE NUMBER
GUY WIRE
IRON MONUMENT FOUND
WATER SHUT-OFF VALVE
l l
MEASURED DISTANCE
DISTANCE PER RECORDED PLAT
UNDERGROUND TELEPHONEUT
UNDERGROUND ELECTRICUE
GAS LINEG
PAVING BLOCK
PAVING BLOCK
SET 1/2" X 14" IRON PIPE
TRANSFORMER
TREE LINE
MAILBOX
SURVEY DISK (BENCHMARK)
WSO
BITUMINOUS
SOIL BORING
123.45
%1.00
234.5
LIGHT POLE
MINOR CONTOUR123MINOR CONTOUR123
GM
ST
SS SANITARY MANHOLE
TNH
MB
B#
PRELIMINARY PLAT
MAY 4, 2026
I
RIPRAP
GATE VALVE
HYD
FES
>>>>
>>>>
>>
>>
I
FM
RD
FIRE
OTSEGO, MN
94 KITTREDGE PKWY74TH ST NEKADLER AVE NE73RD ST NE
80TH ST NE
19
70TH STREETJALGER AVE19
19
70T
H
S
T
R
E
E
T
70TH STREET
SITE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
))))))))))))))94
RELEVANT SPECIFICATIONS AND ORDER OF PRECEDENCE
If there is a conflict between or among any of the terms or provisions of the Contract Documents, the Contract Documents shall be generally
construed as being complementary with one another with the intent of providing the highest quality to the CLIENT. However, if a conflict cannot be
reconciled the ENGINEER shall be consulted and their written directions shall be followed. In general, unless otherwise directed in writing by the
ENGINEER the following order of precedence shall apply from highest precedence (“1”) to lowest (“7”).
1.Agreement between OWNER and CONTRACTOR
2.City Standard Specifications and Detail Plates
3.MnDOT Specifications for Construction
4.City Engineers Association of Minnesota (CEAM) Specifications
5.Conditions of the Contract
6.Plans
7.Digital Model
8.Bid Proposal
>>>I I
56.9
57.0
???49.0
49.0
57.0
I I I I
>>>>>>IIII
>>>IIII
>>>IIII
IIIEOF
EOF
EOF 56.9
???54.0
>>>I I
I I I I
>>>>>>I I
I I I I
>>>IIIEOF57.8
BTM
NWL
NWL
BTM
100 YR-HWL
100 YR-HWLWETLAND 110'10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
>>>>>>>>>>>>>>>>>>>>>>>>FMFMFMFMFMFMIIIICS CS CS
CS EBX
CS2" MAPLE
T MH 13-1
RIM: 958.82
INL (W): 934.02
INV (W):946.42FMFMFM
75 33
III28' - 21" RCP
@ 0.12%
I
HOUSEHOUSESS SSMH
RE=970.13
INV=961.66 N IN
INV=961.66 S OUT
INV=961.66 E OUT
WRIGHT COUNTY CIM AT THE SW CORNER OF THE
SW 1/4 OF THE NW 1/4 OF SEC. 26, TWP. 121, R. 24
SS
SSMH
RE=966.20
INV=956.46 (S)
INV=956.54 (W)
ST
ST
SS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X
X X X X X XXXXXXXXXXXXXXXUESTRUCTURE - (61)
INV: 945.09
STRUCTURE - (62)
INV: 945.03
STRUCTURE - (63)
INV: 944.50STRUCTURE - (64)
INV: 944.47
13' - 24" HDPE Pipe @ 0.24%
STRUCTURE - (65)
INV: 939.76
STRUCTURE - (66)
INV: 939.81
13' - 24" HDPE Pipe @ 0.40%XXXXXXXXT
S85°19'35"E 375.46
N78°03'21"E 38
2
.
8
1
S67°0
6
'
5
1
"
E
2
8
4
.
7
2
S4
8
°
3
7
'
2
4
"
E
3
2
4
.
3
4
S66°03'13"E 39.44
N88°28'35"E 34.91
PUBLIC RIGHT OF WAY EASEMENT PER DOC. NO. 040420933
75
33
SS
SSMH
RE=957.37
INV=936.60 (N)
INV=936.60 (E)
*FILLED W/WATER
SS
SSMH
RE=954.23
INV=936.78 (N)
INV=936.78 (S)
*FILLED W/WATER
W 953.6
STRUCTURE - (67)
INV: 947.17
STRUCTURE - (68)
INV: 947.63
97' - 36" RC
P
@
0
.
4
7
%
STRUCTURE - (69)
INV: 942.93
STRUCTURE - (70)
INV: 943.22
19' - 30" Concrete Pipe @ 1.56%
Water Elevation = 946.5
(2025-05-21) NGVD29
T
Public Road and Utility
Easement per Doc. No. 53670168.5020.00
50.0020.00
75.009.63
10.00
90°
90°
90°90°193.5290°FPFPFPFPFPFP
FP
FPFP FPFPFPFP
FP
FP
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ST
CBMH
961.0
CB
RE=961.09
ST
HYD>>>>>>>>>>>>>>IIIIIIIIIIIIFPFPFPFPF
P
FP
FP
FP
F
P
FPFP
FP FPFPFPFPFPFPFP
B-113
B-114
B-115
42 WETWET
WETWETWE
T
WE
T
WET WET
WET
WET WET WET
WET
WET
WET WETWETWETWET WETWETWET
WET
WET
W
E
T
WETWET
WET
WET
WET
WET
WET
WET
W
E
T
WE
T
WE
T
WET
WETWETWETW
E
T
WE
T
WET WETWET
30 30
30 30N00°50'36"W 462.17WEST LINE OF THE SW 1/4 OF THE NW 1/4S00°52'53"E 144.25EAST LINE OF THE SW
1/4 OF THE NW 1/4
SE CORNER OF THE SW 1/4 OF THE NW 1/4
S88°51'29"W 1060.29
TEMPORARY
TURNAROUND
EASEMENT
TEMPORARY EASEMENT
SSSSSTIIIIWater Elevation = 945.8
(2025-05-21) NGVD29
SOUTH LINE OF THE SW 1/4 OF THE NW 1/4
T N H
T NH
SITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87
WIRE FENCE END ±0.5
FT W OF CORNER
WIRE FENCE
FITS CORNER
EXISTING SANITARY SEWER
PER ZACHMAN MEADOWS
PLAN SET
EXISTING
SANITARY
SEWER PER
ZACHMAN
MEADOWS
PLANS EXISTING STORM PER
'ZACHMAN MEADOWS'
PLAN SET
STORM SEWER PER 'ZACHMAN
MEADOWS' PLAN SET
STORM PIPE AND
STRUCTURES PER
PLANS
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
SAN16
RIM: 957.38
INV (S):947.49
INV (N):947.59
SAN17
RIM: 957.17
INV (S):934.57
INV (N):934.67
CB-101B
RIM: 954.01
INV: 950.40
CBMH-101A
RIM: 957.07
INV (W): 949.85
INV: 949.85
CBMH-101
RIM: 957.10
INV (W): 949.71
INV (S): 953.65
INV: 949.60
CBMH-301
RIM: 956.97
INV (E): 953.30
INV: 950.10
CB-302
RIM: 957.02
INV: 953.50
CBMH-201
RIM: 956.45
INV (W): 951.70
INV (S): 951.10
INV: 949.42
FES-200
INV: 949.00 FES-300
INV: 949.00FES-100
INV: 949.00 94
4
944944944
9
4
6
94
6
946
94
6
948
94
8
950
95
0
952
9
5
2
954
95
4
956
956958
960
962
964
966
946946946948948948
950950950
952
952
954
954
956
956
958
958
960
960
962
962
946
948
950
952
954
956
9589609629649
6
6
9589589609609629629
6
4
96
6
942944946948950952954956958960944946 948
950950 952 952952
952
954
954
954
954
956 956956956
958958
948
950
95
2
9
54
95
6
9
5
8
944
94
4
946
946 9489
4
8
9
5
0
950
9
5
2
952
95
4
954
956
956
958
950
952
954
956
958 950952
954
956
95
8
944
946
948
950
9
5
0
952
952
954
95
4
952
954
956
958
960
962
942
944946948
950
952
954
956
958
960
962
942944946948
950
952
954
952
954
956
958
958
960
962
960
962
9
5
8 958942944946948
950
952
954
956
958
950
952
954
956
958
942944946
948
950
952
954
956
95
8
944946
948
950
952
954
956
944946
948
950
952
954
956
958944946
948
950
952
954
956
958946
948
950 95
2
9
5
4
95
6
958
950952954956958
960948
950
952
9
5
4956 94
4
94
4
94
6
94
6
94
8
9
4
8
950952954946
948
950
952
954
950
952
9
5
4
95695896094
8
950
952
946
946
948
950 9469
4
8
948
950
952
954
956
95
8
946
948
95
0
95295495695896
0
96
2
96
4
96
6
9
6
8
9
7
0
9
7
2
9
6
6
968970
972
96896
8
958958960962964966968970950952
954
952
952
944
946
948
950
952
954
946
944944
946
94
4
94
4
9
4
6
948
948
948 948 9489
5
4
954
954
9
5
6
HHCABX
CABX
CABX
CABX
CABX
CABX
EBX
EBX
EBX
CABX
10 10
10
6
6
6
10
12 12
12
12
11
9
7
8
10
4
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C1.1
EXISTING CONDITIONS & REMOVALS
PLAN
C101BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
WET
Background information shown per Boundary Survey performed by Landform on 2024-03-19, LiDAR drone flight performed by
Landform on 2024-03-21, photo drone flight performed by Landform on 2025-04-21, ZACHMAN MEADOWS Final Site Improvement
Plans prepared by Landform and dated 2024-07-30, and additional field work dated 2024-10-30 and 2025-05-22 expressly for this
project.; City of Otsego, Minnesota record drawings; and utility service providers. Landform offers no warranty, expressed or written,
for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies,
or omissions discovered shall be reported to the engineer IMMEDIATELY.
Parcel 118800262302 existing zoning: A-1 Agricultural-Rural Service Area
1.
2.
EXISTING CONDITIONS
:Pavement Removal
:Soil BoringB-X
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
GENERAL NOTES LEGENDDEMOLITION AND CLEARING NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
Wetland delineation completed by KLJ on February 11, 2025
1.
2.
:Fence Removal
:Wetland
Obtain permits for demolition, clearing, and disposal prior to beginning.
Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.
See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.
Existing wetland to be disturbed and filled-in during construction.
Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.
Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.
Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance
notification to affected emergency response providers.
Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain
throughout construction.
Existing storm inlet to be relocated.
Remove existing site features including, but not limited to, paved temporary cul-da-sac, curbing, and fencing within the construction
limits unless noted otherwise.
Coordinate removal, relocation, termination, and re-use of existing private and public utility services and appurtenances with the utility
companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with
utility owner requirements.
Temporary easement to be abandoned.
Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless noted
otherwise.
>>
>
I
LEGEND
:Sanitary Sewer
:Watermain
:Storm Sewer
:SawcutLEGAL DESCRIPTION
That part of said Southwest Quarter of the Northwest Quarter of Section 26, Township 121, Range 24, Wright County, Minnesota lying
southerly of the following described line:
Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of North 00
degrees 50 minutes 36 seconds West, along the west line of said Southwest Quarter of the Northwest Quarter, for a distance of 462.17
feet to the Point of Beginning of the line to be described; thence South 85 degrees 19 minutes 35 seconds East a distance of 375.46 feet;
thence North 78 degrees 03 minutes 21 seconds East a distance of 382.81 feet; thence South 67 degrees 06 minutes 51 seconds East a
distance of 284.72 feet; thence South 48 degrees 37 minutes 24 seconds East a distance of 324.34 feet; thence South 66 degrees 03
minutes 13 seconds East a distance of 39.44 feet; thence North 88 degrees 28 minutes 35 seconds East a distance of 34.91 feet to a
point on the east line of said Southwest Quarter of the Northwest Quarter, said point being distant 144.25 feet north of the southeast
corner of said Southwest Quarter of the Northwest Quarter as measured along said east line and there terminating.
FP :Existing Floodplain
:Curb Removal
EBX2" MAPLE
T
75 33
HOUSEHOUSESS
WRIGHT COUNTY CIM AT THE SW CORNER OF THE
SW 1/4 OF THE NW 1/4 OF SEC. 26, TWP. 121, R. 24
SS
ST
ST
SS XXXXXXXXXXXXXXXXXXXXXXX X
X
X X X X X XXXXXXXXXXXXXXXUEXXXXXXXXT
S85°19'35"E 375.46
N78°03'21"E 38
2
.
8
1
S67°0
6
'
5
1
"
E
2
8
4
.
7
2
S4
8
°
3
7
'
2
4
"
E
3
2
4
.
3
4
S66°03'13"E 39.44
N88°28'35"E 34.91
PUBLIC RIGHT OF WAY EASEMENT PER DOC. NO. 040420933
75
33
SS
SS
953.6
Water Elevation = 946.5
(2025-05-21) NGVD29
T
Public Road and Utility
Easement per Doc. No. 53670168.5020.00
50.0020.00
75.009.63
10.00
90°
90°
90°90°193.5290°FPFPFPFPFPFP
FP
FPFP FPFPFPFP
FP
FP
ST
ST
HYD FPFPFPFPF
P
FP
FP
FP
FP
FPFP
FP FPFPFPFPFP
B-113
B-114
B-115
42 WETWET
WETWETWE
T
WE
T
WET WET
WET
WET WET WET
WET
WET
WET WETWETWETWET WETWETWET
WET
WET
W
E
T
WETWET
WET
WET
WET
WET
WET
WET
W
E
T
WE
T
WE
T
WET
WETWETWETW
E
T
WE
T
WET WETWET
30 30
30 30N00°50'36"W 462.17WEST LINE OF THE SW 1/4 OF THE NW 1/4S00°52'53"E 144.25EAST LINE OF THE SW
1/4 OF THE NW 1/4
SE CORNER OF THE SW 1/4 OF THE NW 1/4
S88°51'29"W 1060.29
SSSSSTWater Elevation = 945.8
(2025-05-21) NGVD29
SOUTH LINE OF THE SW 1/4 OF THE NW 1/4
T N H
T NH
SITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87
WIRE FENCE END ±0.5
FT W OF CORNER
WIRE FENCE
FITS CORNER
HHCABX
CABX
CABX
CABX
CABX
CABX
EBX
EBX
EBX
CABX
BTM
NWL
NWL
BTM
100 YR-HWL
100 YR-HWL
75TH ST
R
E
E
T
N
E
KEADING AVENUE NE75' R.O.W. DEDICATION30' BUILDING SETBACKPOND 10P
100-YR HWL= 955.46
NWL = 949.00
OUT=949.00
BTM = 942.00
7 5 T H STREET NE
BLOCK 1
1
2
3 4
5
6 7 8 9 10 11
12 13
14
15
16BLOCK 3B
L
O
C
K
2
BLOCK 2
1
2
3
4
5
6
7
8
9
10
111213141516
171819
2021
1
2
3
4
5
6
OUTLOT A
OUTLOT A
OUTLOT A
9+11.87-0+14.03 0+00 0+50 1+00
1+50
2+00
2+50
3+00 3+50 4+00 4+50
5+00
5+50
6+00
6+50
7+00
7+5
0
8
+
0
0
8+509+00LP:
954.75
1+23.58
HP:
956.09
3+59.67
LP:
954.91
5+78.29
957.15955.42
954.82
955.16
955.79 955.92
955.31
954.97
955.61
9
5
6
.
2
9
957.06955.12
954.84
955.47
956.08 955.62
955.01
955.29
95
5
.
9
3
956.670+000+501+001+502+002+503+
0
0
3+504+00
4+505+005+505+62.85
LP:
955.46
2+00.19
???957.34956.59955.4695
6
.
0
1
956.65
959.71
957.19955.91955.71956.31
957.87???
WETLAND 2 WETLAND 2
POND 10P
100-YR HWL= 947.60
NWL = 944.50
OUT=944.50
BTM = 938.00100 YR-HWL
100 YR-HWL
NWL
BTM
BTMNWL
10'10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
60'ROW28'B to BR90'R20'
R1000'
R
2
0
'R400'R650'R175'R30'R
3
0
'
R
9
0
'
30'25'25'25'25'25'20'20'20'
15'
15
'
20.02'25'SIDEWALK
SIDEWALK
WETLAND BUFFER
WETLAND BUFFER
WETLAND BUFFER
R.O.W.
DEDICATIONKADLER AVENUE NER.O.W.
DEDICATION
28'B to B60'ROW
60'
ROW
28'
B to B
44'
44'
44'
4
4
'
4
4
'44'
44'
44'44'44'44'44'
44'
44'
133.7
8.444.23 3 .5
53.844.044.044.044.024.020.144.046.8115.047.144.0114.9
114.7
114.9
116.7
120.4
55.417.944.048.9115.1 48.521.123.182.261.333.56.1111.8
115.1
70.2 44.2 35.0 35.0 34.7 34.9 35.5 38.0 45.6 45.6 45.6 156.9
11.8151.07.982.3107.5
9.3
144.4168.1180.1192.0200.944.0
44.0
44.0
6.9
44.1
52.352.352.352.3
208.1208.7206.35 1 .0
2 9 .7
1 5 .6
4 1.6
187.1198.1204.522.376.2
29.8 42.5
49.7
49.8
21.1 29.7
49.6
4 2.442.4
4 2 .4
4 2 .4
5 7 .3
4 4.727.712
1
.16.4 111.299.8108.4114.5114.9112.949.5 49.9 50.6 50.3
48.4
46.8
44.5
44.3
43.9
43.9
43.9
16.5
26.6
42.4
42.442.442.4 114.0118.2125.6125.5116.3101.3106.4111.462.9
36
.
9
33.8
64.
5
27.
3
42.9120.0132.8131.9124.539.2
39.3
39.2
3
9.2
94.8
107.7
3
9
.
2
39.232.97.7121.1 33.739.
1
3
5
.
218.042.322.5113.015'15'7.9Parcel Table
Block_Lot
1_1
1_2
1_3
1_4
1_5
1_6
1_7
1_8
1_9
1_10
1_11
1_12
Area (S.F.)
5611
5028
8240
9454
8510
8610
8999
9071
9040
8905
8653
8186
Area (Acres)
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
Parcel Table
Block_Lot
1_13
1_14
1_15
1_16
2_1
2_2
2_3
2_4
2_5
2_6
2_7
2_8
Area (S.F.)
7661
7135
8611
7780
6542
4705
5184
6847
6802
6055
5884
4790
Area (Acres)
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.2
0.2
0.1
0.1
0.1
Parcel Table
Block_Lot
2_9
2_10
2_11
2_12
2_13
2_14
2_15
2_16
2_17
2_18
2_19
2_20
Area (S.F.)
4577
4798
5464
5808
5624
5335
5205
5227
5131
5105
4743
5207
Area (Acres)
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Parcel Table
Block_Lot
2_21
3_1
3_2
3_3
3_4
3_5
3_6
Outlot A
ROW Proposed 75th Lane 75th Street
Area (S.F.)
9881
7820
5210
5088
5047
5051
5394
132058
79529
Area (Acres)
0.2
0.2
0.1
0.1
0.1
0.1
0.1
3.0
1.8
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C2.1
PRELIMINARY PLAT & SITE PLAN
C201BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
ARE SHOWN THUS:
DRAINAGE AND UTILITY EASEMENTS
Being 5 feet in width and adjoining lot lines, unless otherwise shown
and 10 feet in width and adjoining right of way lines as shown on
the plat.
10
(Not to Scale)
10
55
LEGAL DESCRIPTION
That part of said Southwest Quarter of the Northwest Quarter of Section 26, Township 121, Range 24, Wright County, Minnesota lying
southerly of the following described line:
Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of North 00
degrees 50 minutes 36 seconds West, along the west line of said Southwest Quarter of the Northwest Quarter, for a distance of 462.17
feet to the Point of Beginning of the line to be described; thence South 85 degrees 19 minutes 35 seconds East a distance of 375.46 feet;
thence North 78 degrees 03 minutes 21 seconds East a distance of 382.81 feet; thence South 67 degrees 06 minutes 51 seconds East a
distance of 284.72 feet; thence South 48 degrees 37 minutes 24 seconds East a distance of 324.34 feet; thence South 66 degrees 03
minutes 13 seconds East a distance of 39.44 feet; thence North 88 degrees 28 minutes 35 seconds East a distance of 34.91 feet to a
point on the east line of said Southwest Quarter of the Northwest Quarter, said point being distant 144.25 feet north of the southeast
corner of said Southwest Quarter of the Northwest Quarter as measured along said east line and there terminating.
Obtain all necessary permits for construction within, or use of, public right-of-way.
The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the
digital file shall be reported to the Engineer.
Dimensions shown are to back of curb unless noted otherwise.
2.
3.
4.
GENERAL NOTES
SITE PLAN NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
BENCHMARK
LEGEND
Proposed Easement
Proposed Setback
Property Line
Underlying Parcel Line
Interior Lot Line
ZONING & SETBACK SUMMARY
The Property is currently Zoned: A-1 Agricultural Rural Service Area
Current Land Use: Rural Undeveloped
Adjacent Properties Zoning:
North: A-1 Agricultural Rural Service Area
South: PUD Planned Unit Development
East: A-1 Agricultural Rural Service Area
West: I-2 General Industrial
Proposed Zoning: PUD Planned Unit Development
Building Setback Information is as follows:
Front Yard = 25 ft.
Rear = 20 ft.
Rear Block(s) 2 = 15 ft.
Rear Kadler = 30 ft. (65 ft. from typical City 80 ft. R.O.W.)
Side = 7 ft.
Corner Side Yard = 15 ft.
R.O.W. Side Yard = 25 ft.
Impervious
Pervious
Total
150,282
377,703
s.f
s.f.
s.f.
Impervious
Proposed:
Total
Pervious
Existing:
527,985
0
527,985
s.f.
s.f.
s.f.
3.45
8.67
12.12
0.0
12.12
RESIDENTIAL AREA SUMMARY
100.0%
28.46%
71.54%
100.0%
0.0%
100.0%
ac.
ac.
ac.
ac.
ac.
ac.
527,985 12.12
Required Average Residential Lot Area for Zachman Meadows 2nd Addition = 5,000 SF
Average Lot Area for Residential Lots on Zachman Meadows 2nd Addition = 6,717 SF
Project Benchmark:
MNDOT GSID Station #34925
Station Name: 8680 K
Location: 2.0 miles northwest of Albertville, 1.3 miles northwest-along Interstate Highway 94 from the junction of Interstate Highway 94
and County Road 19 in Albertville, 179.4 feet east-southeast of milepost 200, 92.0 feet north-northeast of westbound Interstate Highway
94, at Interstate Highway 94 milepoint 200.0, 6.5 feet southwest of a fence, 6.6 feet south-southwest of a witness post.
Elevation = 965.74 FEET (NGVD29)
Site Benchmark:
Type: Top Nut Hydrant
Location = At the Southwest corner of the temporary cul-de-sac for Keading Ave NE.
Elevation = 960.87 (NGVD29)
RESIDENTIAL LOT AREA TABLE
Lot Coverage Information is as follows:
Minimum Lot Area = 5,000 SF
Total Site Area = 527,985 SF = 12.12 Ac.
Wetland and Wetland Buffer = 124,041 SF = 2.85 Ac.
Net Developable = 403,944 SF = 9.27 Ac.
>>>>>>>>>>>>>>>>>>>>>>>>FMFMFMFMFMFMIIIIEBX2" MAPLE
T
FMFM FM
75 33
HOUSEHOUSESS
SS
ST
ST
SS XXXXXXXXXXXXXXXX X
X
X X X X X XXXXXXXXXXXXXXXUEXT
33
75
33
SS
SS
953.6
Water Elevation = 946.5
(2025-05-21) NGVD29
T FPFPFPFPFPFP
FP
FPFP FPFPFPFP
FP
FP
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ST
ST
HYD>>>>>>>>>>>>>>FPFPFPFPF
P
FP
FP
FP
FP
FPFP
FPFPFPFPFP
B-113
B-114
B-115
42 WETWET
WETWETWE
T
WE
T
WET WET
WET
WET WET WET
WET
WET
WET WETWETWETWET WETWETWET
WET
WET
W
E
T
WETWET
WET
WET
WET
WET
WET
WET
W
E
T
WE
T
W
E
T
WET
WETWETWETW
E
T
WE
T
WET WET30 30
30 30SSSSSTWater Elevation = 945.8
(2025-05-21) NGVD29
T N H
T NH
SITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87 94
4
944944944
9
4
6
94
6
946
94
6
948
94
8
95
0
9
5
2
95
4
956946946946948948948
950950950
952
952
954
954
956
956
958
958
960
960
962
962
946
948
950
952
954
956
9589609629649
6
6
9589589609609629629
6
4
96
6
942944946948950952954956958960944946 948
950950 952 952952
952
954
954
954
954
956 956956956
958958
948
950
95
2
9
54
95
6
9
5
8
944
94
4
946
946 9489
4
8
9
5
0
950
9
5
2
952
95
4
954
956
956
958
950
952
954
956
958 950952
954
956
95
8
944
946
948
950
9
5
0
952
952
954
95
4
952
954
956
958
960
962
942
944946948
950
952
954
956
958
960
962
942944946948
950
952
954
952
954
956
958
958
960
962
960
962
9
5
8 958942944946948
950
952
954
956
958
950
952
954
956
958
942944946
948
950
952
954
956
95
8
944946
948
950
952
954
956
944946
948
950
952
954
956
958944946
948
950
952
954
956
958946
948
950 95
2
9
5
4
95
6
958
950952954956958
960948
950
952
9
5
4956 94
4
94
4
94
6
94
6
94
8
9
4
8
950952954946
948
950
952
954
950
952
9
5
4
95695896094
8
950
952
946
946
948
950 9469
4
8
948
950
952
954
956
95
8
946
948
95
0
95295495695896
0
96
2
96
4
96
6
9
6
8
9
7
0
9
7
2
9
6
6
968970
972
96896
8
958958960962964966968970950952
954
952
952
944
946
948
950
952
954
946
944944
946
94
4
94
4
9
4
6
948
948
948 948 9489
5
4
954
954
9
5
6
HHCABX
CABX
CABX
CABX
CABX
CABX
EBX
EBX
EBX
CABX
5.2%
5.0%
5.1%((958.6))SOGTF 959.4GF 959.1((959.8))
SOG
TF 960.6GF 960.3((958.6))SOGTF 959.4GF 959.1((958.9))SOGTF 959.7GF 959.4((959.5))SOGTF 960.3GF 960.04.4%>>>I I
56.9
57.0
???49.0
49.0
57.0
((958.9))SOGTF 959.7GF 959.4((959.4))SOGTF 960.2GF 959.9((960.7))SOGTF 961.5GF 961.2((959.7))SOGTF 960.5GF 960.2((958.7))SOGTF 959.5GF 959.2((959.2))
SOG
TF 960.0GF 959.7
4.1%((958.7))
SOG
TF 959.5GF 959.2
4.2%((958.2))
SOG
TF 959.0GF 958.7
4.3%((957.9))
SOG
TF 958.7GF 958.4
4.7%((959.4))
SOG
TF 960.2GF 959.9
((959.1))
SOG
TF 959.9GF 959.6
((958.8))
SOG
TF 959.6GF 959.3
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TF 959.3GF 959.0
((958.2))
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TF 959.0GF 958.7
4.9%((958.0))
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5.1%5.0%
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4.7%
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5.0%5.1%5.1%5.2%IIIEOF
EOF
EOF 56.9
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>>>III57.8
BTM
NWL
NWL
BTM
100 YR-HWL
100 YR-HWL
75TH ST
R
E
E
T
N
E
KEADING AVENUE NE75' R.O.W. DEDICATION30' BUILDING SETBACK((958.9))SOGTF 959.4GF 959.15.1%
6.1%
2.2%7.6%6.4%5.2%3.9%2.6%3.0%4.4%5.6%6.9%6.9%5.8%3.6%POND 10P
100-YR HWL= 955.46
NWL = 949.00
OUT=949.00
BTM = 942.00
6.7%
5.6%
5.8%
5.6%5.4%5.6%5.7%5.7%5.5%5.4%5.5%5.6%5.5%5.7%5.5%5.4%5.5%5.8%5.6%5.8%5.8%5.4%2.8%
3.9%
5.1%
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5.4%
6.1%((958.4))SOGTF 958.9GF 958.6((957.1))SOGTF 957.6GF 957.3((956.8))
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((956.9))
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7 5 T H STREET NE
BLOCK 1
1
2
3 4
5
6 7 8 9 10 11
12 13
14
15
16BLOCK 3B
L
O
C
K
2
BLOCK 2
1
2
3
4
5
6
7
8
9
10
111213141516
171819
2021
1
2
3
4
5
6
OUTLOT A
OUTLOT A
OUTLOT A
((957.3))SOGTF 957.8GF 957.5((957.3))SOGTF 957.8GF 957.5((957.7))SOGTF 958.2GF 957.9((958.1))SOGTF 958.6GF 958.3((958.5))SOGTF 959.0GF 958.7((958.9))SOGTF 959.4GF 959.157.5
57.0
56.6
56.4
56.453.0
53.8
54.7
55.5
56.4
57.5
55.055.355.555.856.056.356.356.155.855.655.355.255.455.755.956.156.456.656.9
57.1
57.5
55.5
55.6
56.9
57.5 55.055.255.555.856.256.356.055.755.455.455.756.6
57.6
55.4
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958958956956958960962956956954954956956956956954954956956
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952
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9
5
6
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6
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5
6
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940
942
942
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944
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948
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956
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948
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948
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956956956
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956956956
9
4
8
95
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9
5
2
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956956956
956
956
956956
956958
958958958
956956
956
9+11.87-0+14.03 0+00 0+50 1+00
1+50
2+00
2+50
3+00 3+50 4+00 4+50
5+00
5+50
6+00
6+50
7+00
7+5
0
8
+
0
0
8+509+00LP:
954.75
1+23.58
HP:
956.09
3+59.67
LP:
954.91
5+78.29
957.15955.42
954.82
955.16
955.79 955.92
955.31
954.97
955.61
9
5
6
.
2
9
957.06955.12
954.84
955.47
956.08 955.62
955.01
955.29
955
.
9
3
956.670+000+501+001+502+002+503+
0
0
3+504+00
4+505+005+505+62.85
LP:
955.46
2+00.19
???957.34956.59955.4695
6
.
0
1
956.65
959.71
957.19955.91955.71956.31
957.87???>>>>>>>>>>>>>>>>>>>>>>942
942
944
944
946
946
948
948
950
56.00
55.02
EOFEOFEOF48.250.256.4 50.048.2
48.4 48.950.250.048.846.846.548.652.050.949.946.950
.
3
48.149.351.4
5
1
.
9
50.0WETLAND 1WETLAND 2 WETLAND 2
POND 10P
100-YR HWL= 947.60
NWL = 944.50
OUT=944.50
BTM = 938.00
46.7
42.00
56.00 54.92
58.9
58.3
55.4
57.9
54.7
57.754.1 57.753.748.348.348.357.148.357.348.357.848.358.348.358.848.359.456.057.660.656.5
58.1
57.9
58.3
57.7
56.9
57.9 59.2
58.2
48.4 48.348.358.755.18
53.248.348.348.348.248.248.248.248.148.248.248.248.347.948.046.846
.
8
46.846.748.2100 YR-HWL
100 YR-HWL
NWL
BTM
BTMNWL
10'10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
956956
C7.11
ROCK CONSTRUCTION
ENTRANCE
C7.11
ROCK CONSTRUCTION
ENTRANCE
C7.1
1
ROCK CONSTRUCTION
ENTRANCE C7.13
DROP INLET
PROTECTION C7.1
4
DROP INLET
PROTECTION
C7.1
3
DROP INLET
PROTECTION
)))))))))))))))))))))
))))))))))))))))))))
BIO-LOGS
C7.12
SILT
FENCE
C7.13
DOUBLE SILT
FENCE
13 13
13
1313
54.36
54.36
55.85
56.14
54.52
54.5256.29
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C3.1
GRADING, DRAINAGE & EROSION
CONTROL PLAN
C301BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026Contact utility service providers for field location of services 72 hours prior to beginning grading.
Reserved.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use
on site and replaced with excess organic material with prior Owner approval.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable.
Reserved.
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Reserved.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas
contributing runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent
erosion and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.3 for additional requirements.
Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff
are permanently stabilized.
Contractor shall prevent sediment laden water from entering the reserved system until the site is completely stabilized.
Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarily
or permanently ceased and will not resume for 14 calendar days.
Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Seeded areas without
erosion control blanket shall be disc mulched.
EROSION CONTROL QUANTITES
Item Specification Number Estimated Quantities
Seed MNDOT 3876
MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control, May 1 - Jul 31
MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control, Aug 1 - Oct 31 1500 lbs.
Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored)30 ton
E.C. Blanket MNDOT 3885 (MNDOT Type 3N)1,585 s.y.
General MNDOT 2575 1.0 L.S.
Placement
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
12.
14.
15.
16.
17.
18.
19.
20.
21.
22.
GRADING NOTES
GENERAL NOTES LEGEND
:Inlet Protection
:Silt Fence
:Grading Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITY
9 ea.
3 ea.
4,787 LF.
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Compost or Bio Log 4 ea.))))))))))))))13
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
:TOP OF FOUNDATION ELEVATION
:FRONT GARAGE FLOOR ELEVATION
MAIN STREET
BLK 1
5
X 105.0 X 105.0
X 106.5 X106.5
DENOTES PROPOSED LOT CORNER
ELEVATIONS
DENOTES DRAINAGE & UTILITY
EASEMENT SIDE YARD 5'
DENOTES BUILDING
SETBACKS
DENOTES DRAINAGE FLOW
4.5%DENOTES DRIVEWAY SLOPE
((99.5))
SOG
GF=100.0
BUILDING TYPES:
SOG = SLAB ON GRADE
:REAR ELEVATION
TF=100.3
DENOTES DRAINAGE & UTILITY
EASEMENT REAR YARD 10'
KEY
Residential Pads:
:Proposed Wetland Buffer Averaging = 32,500 SF
:20ft Wetland Buffer = 32,243 SF
55.0
:Pond line
:Spot Elevation
55.0 :Existing Spot Elevation
:Rip-Rap / Articulated Block per detail
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C3.2
GRADING, DRAINAGE & EROSION
CONTROL DETAILS
C301BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
1
1 1
1
1
1
25'VARIES - 35' TO 48'
1.5' HOLD DOWNGRADE
1.0' TOPSOIL MAX.
25'16'9'
R/W
5'
LC
NO SCALE
SLAB ON GRADE3
5'
0.5'
2%
M
I
N
33%
M
A
X
5'
ANY AVAILABLE SOIL
MATERIAL UNLESS
OTHERWISE
DIRECTED BY ENG.
GARAGE FLOOR
REFER TO PLANS
ANY FILL MUST LIE ON SUITABLE BEARING SOIL. (BOTTOM
MUST BE APPROVED BY SOILS ENGINEER.)
STRUCTURAL COMPACTED FILL IF REQUIRED (TYP)
ANY AVAILABLE SOIL
MATERIAL UNLESS
OTHERWISE
DIRECTED BY ENG.
(SOG)
NO SCALE2POND EMERGENCY OVERFLOW
10'
20'
41
TOP OF BERM
REFER TO PLAN
E.O.F. ELEVATION
REFER TO PLAN
ENKAMAT 7020 EROSION PREVENTION MAT (OR EQUAL). INSTALL WITH GROUND
STAPLES PER MANUFACTURER'S RECOMMENDATION. INSTALL MAT FROM
CREST OF E.O.F. TO BOTTOM OF OVERFLOW SWALE. COVER WITH TOPSOIL,
SEED, AND MULCH.
NWL = XXX.XX
10'
4 1 MAX.
3 1 MAX.
10 1
NO SCALE
POND BENCH1
5 - 7%
2% MIN.
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C3.3
SWPPP
C303BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES
EROSION PREVENTION AND SEDIMENT CONTROL
SITE EVALUATION / ASSESSMENT / PLANNING
Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all
applicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions
and general requirements of the construction contract.
The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash
downstream or contaminate stormwater.
Building products that have the potential to leach pollutants must be under cover.
Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.
Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling
and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,
stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to
the structural BMPs.
Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition
debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.
Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,
leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of
hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.
Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout
operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result
in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA
rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal
of concrete and other washout wastes.
External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.
Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.
Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where
they will be loaded or unloaded as detailed in the Permit.
INSPECTIONS AND MAINTENANCE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sediment
control BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion prevention
and sediment control BMPs.
Minimize Disturbed Areas and Protect Natural Features and Soil
Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to
minimize erosion.
Areas not to be disturbed (buffers, etc.) shall be protected with construction or silt fence before work begins.
Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall
use tracked equipment wherever practicable.
Topsoil shall be salvaged and reused to the extent practicable.
Phase Construction Activity
Operator must not disturb more land than can be effectively inspected and maintained.
Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.
These practices shall remain in place until final stabilization has been established in accordance with the Permit.
The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or
grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control
practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before
the next precipitation event even if the activity is not complete.
Control Stormwater Flowing onto and Through the Project
The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the
construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of
discharge into any surface water.
Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.
Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after
connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.
Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch
checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being
used as a sediment containment system.
Stabilize Soils
All exposed soil areas, including stockpiles, must be stabilized.
Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarily
or permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 14 days of cessation of
construction activity.
Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including
storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm
water.
Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concrete
stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from this
requirement.
Perimeter sediment control measures must be in place prior to the placement of any stockpiles.
Any erosion control netting shall be "wildlife friendly" and of a natural type that can decompose and shall have non-welded moveable
joints.
Any sediment control device made of soil must be stabilized within 24 hours.
Protect Slopes
Operator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeper
will require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).
Protect Storm Drain Inlets
All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the
inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.
Provide Energy Dissipation at all Pipe Outlets within 24 Hours
After connection to a surface water or permanent stormwater treatment system.
Establish Perimeter Controls and Sediment Barriers
Prior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site discharges
to public waters.
Retain Sediment On-site and Control Dewatering Practices
Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or
downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation
measures.
Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.
Refer to Permit requirements for temporary or permanent sediment basins.
Discharge shall be photographed at the beginning of discharge and at least every 24 hours afterward, while discharge is occurring.
If nuisance conditions result from dewatering, dewatering shall be stopped until nuisance condition can be remedied.
Establish Stabilized Construction Exits
Vehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimize
tracking of sediment from the construction site onto adjacent streets.
Dewatering and Basin Draining
Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent
sediment basin. Discharges must not cause erosion or scour near the discharge points.
Remove Sediment from Surface Waters
All sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainage
systems, and the removal areas restabilized within seven (7) days.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active
construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.
Records of inspections shall include all maintenance activities and must be recorded within 24 hours of the inspection and retained
with the SWPPP.
Inspections shall include stabilized areas, erosion prevention and sediment control BMPs. Additionally, areas adjacent to the project
shall be inspected.
Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.
Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.
Inspection Records content shall include:
A.Date and time of inspections;
B.Name of persons conduction inspections;
C.Findings of inspections, including specific locations where corrective actions are needed;
D.Corrective actions taken including dates, times, and the party taking the corrective action;
E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);
F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or
suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;
G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the
Permit
H.All photographs of dewatering activities and documentation of nuisance conditions resulting from dewatering.
BMP Maintenance:
A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time
frame is indicated.
B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.
C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of
sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.
D.Remove sediment from paved roadways within one calendar day of discovery.
E.Remove sediment from around BMPs protecting storm drain inlets.
F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days
of discovery, or as stated by the Permit.
G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage
areas and dedicated concrete and asphalt batch plants are cleaned and maintained.
H.Replace damaged BMPs that no longer operate effectively.
Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.
Any basin that has the water quality volume reduced by half shall be drained and have the sediment removed within 72 hours of
discovery.
Any temporaty or permanent sediment basin that has the water quality volume reduced by half shall be drained and have the
sediment removed within 72 hours of discovery.
1.
2.
3.
4.
5.
6.
7.
8.
RECORD KEEPING / RECORD RETENTION
The SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site during
construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the
field office or in an on site vehicle during normal working hours.
All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the
Notice of Termination (NOT). This does not include any records after submittal of the NOT.
The following is a list of records that shall be kept at the project site available for inspectors to review:
Copy of the SWPPP, with any modifications;
Inspection and maintenance records;
Permanent operation and maintenance agreements;
Calculations for the design of temporary and permanent stormwater management systems;
Any other permits required for the project;
Records of all inspection and maintenance conducted during construction; and
All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,
covenants and other binding requirements regarding perpetual maintenance
1.
2.
3.
LOG OF CHANGES TO THE SWPPP / AMENDMENTS
The Owner / Operator(s) must amend the SWPPP within seven (7) days to include additional requirements, such as
additional or modified BMPs, designs to correct problems identified during inspections, or address situations as detailed
in the Permit.
1.
FINAL STABILIZATION
The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:
A.Ensuring all areas have permanent cover.
B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.
1.
POST CONSTRUCTION / PERMANENT BMPS
See Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.
TERMINATION OF COVERAGE
Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the
MPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for
submitting a NOT include:
A.Site must have achieved final stabilization (refer to section above).
B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.
C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of
properly.
D.Permit termination on individual lots occurs once building construction is complete, permanent or temporary erosion
prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee
distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.
1.
The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection
and amendments to the approved SWPPP. Duties include but are not limited to:Ensuring full compliance with the SWPPP and the Permit
Implementing all elements of the SWPPP, including but not limited to:
Implementing prompt and effective erosion and sediment control measuresImplementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than
Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,
etc.Conducting routine inspections and maintenance
Ensuring elimination of all unauthorized discharges
Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the
SWPPP, the Permit, and approved plans at all times.
1.
SWPPP CONTACT AND TRAINING INFORMATION
Owner:
Boyd Dollansky, LLC
attn: Craig Dollansky
W7120 Oakdale Drive
Beaver Dam, Wisconsin, 53916
Phone: 612-309-9563
Email Address: boyddollansky@gmail.com
Operator:
To Be Determined. Contact Owner until Contractor Is Selected.
Long Term Maintenance And Operation:
To Be Determined. Contact Owner until Contractor Is Selected.
SWPPP Designer:
John Ortiz, RLA
Landform Professional Services
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
612-252-9070
jortiz@landform.net
Certification: U of MN, Design of Construction SWPPP, Exp. May 31, 2027
SWPPP Inspector / Manager:
To Be Determined. Contact Owner until Contractor And SWPPP Inspector / Manager is selected.
Certification: Exp.
BMP Installation And Repair:
To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.
Certification: , Exp.
1.
2.
3.
4.
5.
6.
WATERS WITHIN ONE MILE OF SITE
SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY
Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control
sheet(s) for initial locations of BMPs.
Construct temporary / permanent sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs around
normal water levels within 48-hours of completion of basin grading.
Stabilize outlets from temporary / permanent sedimentation basins within 24-hours of outlet construction.
Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work. Open
work areas should be limited to those that can be managed and inspected within required time frames.
Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is left
longer than 14 days.
Rough grade site.
Install utilities.
Install small utilities (gas, electric, communications).
Final grade pavement areas and compact subgrade.
Lay down pavement aggregate and compact.
Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.
Construct site walks.
Provide final stabilization.
Remove temporary BMPs and dispose of properly.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
DESCRIPTION OF CONSTRUCTION ACTIVITY
Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,
building construction, paving, and landscaping.
1.
MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS
1.
NPDES PERMIT AND SWPPP COMPONENTS
The current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in this
document as the Permit.
The SWPPP includes the following components:
Construction Documents prepared by LandformStormwater Management Plan prepared by Landform
Maintenance Plan for permanent stormwater BMPs
Geotechnical Report prepared by Independent Testing Technologies
All components must be kept onsite, or electronically available onsite, by the Operator during regular work hours. The
Operator shall contact Civil Engineer if they do not have all of the above documents.
1.
TEMPORARY SEDIMENTATION BASIN(S)
This project does not have more than ten (10) disturbed acres draining to a common location and the site does not drain to an
impaired or special water, therefore a temporary sediment basin is not required. Refer to sheet(s) C3.1 and the Stormwater
Management Plan for further information.
Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The
contractor shall comply with the following requirements:
A.Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acre
drained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, each
basin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflow
to prevent basin integrity failure.
B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of
pollutants.
Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check
to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.
Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.
If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for Small
Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional
requirements and information.
1.
2.
3.
4.
5.
SITE INFORMATION
Site location: Latitude: 45.258522, Longitude: -93.681474
Disturbed area = 8.32 ac.
Pre-construction impervious area within disturbed area = 0.0 ac.
Post-construction impervious area within disturbed area = 3.45 ac.
Net change in impervious area within disturbed area = 3.45 ac.
Type of stormwater management:Wet sedimentation
Erosion prevention and sediment control quantities are on sheets C3.1
SURFACE WATER BUFFERS
50 foot buffers from Surface Waters have been maintained.1.
There are no Special or Impaired Waters within one (1) mile of the site.
1 MILE
KAGAN AVENUE NEBLOCK 1
2 4
15
((958.6))SOGTF 959.4GF 959.1((959.8))
SOG
TF 960.6GF 960.3SOGTF 959.4GF 959.1SOGTF 959.7GF 959.4SOGTF 960.3GF 960.01
KEADING AVENUE NE>>>I I
56.9
57.0
???49.0 49.0
57.0
3 ((958.9))SOGTF 959.7GF 959.4((959.4))SOGTF 960.2GF 959.9((960.7))SOGTF 961.5GF 961.2((959.7))SOGTF 960.5GF 960.2((958.7))SOGTF 959.5GF 959.216
17
((959.2))
SOG
TF 960.0GF 959.7
((958.7))
SOG
TF 959.5GF 959.2
((958.2))
SOG
TF 959.0GF 958.7
((957.9))
SOG
TF 958.7GF 958.4
((959.4))
SOG
TF 960.2GF 959.9
((959.1))
SOG
TF 959.9GF 959.6
((958.8))
SOG
TF 959.6GF 959.3
((958.5))
SOG
TF 959.3GF 959.0
((958.2))
SOG
TF 959.0GF 958.7
((958.0))
SOG
TF 958.8GF 958.5
5 6 7 8 9 10 11 12 13 14
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BTM
NWL
NWL
BTM
100 YR-HWL
100 YR-HWL
75TH ST
R
E
E
T
N
E
KEADING AVENUE NEPOND 10P
100-YR HWL= 955.46
NWL = 949.00
OUT=949.00
BTM = 942.00
TREET NE
BLOCK 1
1
2
3 4
5
6 7 8 9 10 11
12
13
14
15
16
B
L
O
C
K
2
BLOCK 2
1
2
3
4
5
6
7
8
9
10
11
1213141516
171819
2021
OUTLOT A
OUTLOT A
OUTLOT A
I
I
I
I
I
I
I
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I
I
I
I
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IIIIIIIIIII
I
I
EOFEOFEOFWETLAND 1POND 10P
100-YR HWL= 947.60
NWL = 944.50
OUT=944.50
BTM = 938.00100 YR-HWL
NWL
10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
II>>>
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>Station=1+05.65
HYD
6" GV
18 LF 6" DIP
H.B.O.E=956.2
10" DIP W.M.
10" DIP W.M.
10" DIP W.M
.
1
0
"
D
I
P
W
.M
.IIIIII-0+14.030+00 1+00
2+00
3+00 4+00
5+00
6+00
7+00
8
+
0
0
9+009+11.870+001+002+003
+
0
0
10' MIN
SEPARATION
10' MIN
SEPARATION
CONNECT TO
EXISTING WATERMAIN
MH-138 MH-137
MH-141
MH-142
SAN17
>>>>>>>>>>>>>>>>>>>>>>CS CS CS2" MAPLE
FM
HOUSEHOUSEXXXXXXXXXXXXSTRUCTURE - (65)
INV: 939.76
STRUCTURE - (66)
INV: 939.81
13' - 24" HDPE Pipe @ 0.40%
FP FPFP
FP
FP
FP
FP
F
P
FPFPFPFPWETWETWETWETWET
WET
WET
WET WET
WET
WET
WET WETWETWET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WET
WETWETWETW
E
T
WE
T
SSSSIIIIWater Elevation = 945.8
(2025-05-21) NGVD29
TN H
T NH
SITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87
EXISTING SANITARY SEWER
PER ZACHMAN MEADOWS
PLAN SET
EXISTING
SANITARY
SEWER PER
ZACHMAN
MEADOWS
PLANS EXISTING STORM PER
'ZACHMAN MEADOWS'
PLAN SET
STORM SEWER PER 'ZACHMAN
MEADOWS' PLAN SET
STORM PIPE AND
STRUCTURES PER
PLANS
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
SAN16
RIM: 957.38
INV (S):947.49
INV (N):947.59
SAN17
RIM: 957.17
INV (S):934.57
INV (N):934.67
CBMH-101A
RIM: 957.07
INV (W): 949.85
INV: 949.85
CBMH-101
RIM: 957.10
INV (W): 949.71
INV (S): 953.65
INV: 949.60
CBMH-301
RIM: 956.97
INV (E): 953.30
INV: 950.10
CB-302
RIM: 957.02
INV: 953.50
CBMH-201
RIM: 956.45
INV (W): 951.70
FES-200
INV: 949.00 FES-300
INV: 949.00
FES-100
INV: 949.00
HHCABX
CABX
CABX
CABX
CABX
CABX
EBX
EBX
EBX
CABX
San Serv:
0+07
INV=942.5
6' RISER
San Serv:
2+69
INV=943.5
7' RISER
San Serv:
2+29
INV=943.4
7' RISER
San Serv:
1+79
INV=944.4
8' RISER
San Serv:
1+24
INV=944.3
8' RISER
San Serv:
0+70
INV=944.2
8' RISER
San Serv:
2+67
INV=943.4
7' RISER
San Serv:
2+15
INV=943.4
7' RISER
San Serv:
1+74
INV=943.3
7' RISER
San Serv:
1+36
INV=944.3
8' RISER
San Serv:
0+93
INV=944.2
8' RISER
San Serv:
0+53
INV=944.2
8' RISER
San Serv:
3+33
INV=944.1
8' RISER
San Serv:
2+79
INV=944.0
8' RISER
San Serv:
2+24
INV=943.9
8' RISER
San Serv:
1+77
INV=943.9
8' RISER San Serv:
1+53
INV=943.8
8' RISER
San Serv:
1+10
INV=943.8
8' RISER San Serv:
0+34
INV=943.6
8' RISER
San Serv:
3+33
INV=944.1
8' RISER
San Serv:
2+93
INV=944.0
8' RISER
San Serv:
2+52INV=944.0
8' RISER
San Serv:
2+11INV=943.9
8' RISER
San Serv:
1+67INV=943.8
8' RISER
San Serv:
1+44INV=943.8
8' RISER
San Serv:
1+00INV=943.7
8' RISER
San Se
r
v
:
0+60INV=94
3
.
7
8' RISE
R San
S
e
r
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:
0+2
6INV
=
9
4
3
.
6
8' RI
S
E
R
San Serv:
0+27
INV=945.4
10' RISER
Sa
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S
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:
1+
5
2
IN
V
=
9
4
5
.
6
10'
R
I
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R
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S
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:
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5
.
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S
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INV
=
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4
5
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1
0
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R
ISER
San Se
r
v
:0+51INV=945
.410' R
ISER
San Serv:
0+18
INV=945.4
10' RISER
CBOX:
957.9
CBOX:
956.4
CBOX:
956.1
CBOX:
955.9
CBOX:
955.9
CBOX:
956.1
CBOX:
956.3
CBOX:
956.5CBOX:
956.6CBOX:
956.4CBOX:
956.1CBOX:
955.9CBOX:
955.8
CBOX:
955.7
CBOX:
955.7
CBOX:
956.0
CBOX:
956.2
CBOX:
956.5
CBOX:
956.7
CBOX:
956.9 CBOX:
956.7 CBOX:
956.5 CBOX:
956.2 CBOX:
956.0 CBOX:
955.7
CBOX:
955.8 CBOX:
956.1
CBOX:
956.4
CBO
X
:
956.
6
CB
O
X
:
95
6
.
8
C
B
O
X
:
9
5
7
.
0
CBOX:95
7
.
3
CBOX:957.6
CBOX:
957.8
930
935
940
945
950
955
960
965
970
930
935
940
945
950
955
960
965
970
-0+50 952.7955.420+00 953.1955.27953.1955.120+50 953.1954.97953.1954.821+00 953.0954.75953.0954.841+50 952.5955.00951.8955.162+00 951.0955.31950.9955.472+50 950.6955.63950.6955.793+00 950.7955.95951.2956.083+50 951.5956.06951.9955.924+00 951.9955.77951.4955.624+50 950.6955.47950.0955.315+00 948.9955.16950.2955.015+50 951.5954.92953.0954.976+00 954.8955.13955.6955.296+50 955.0955.45953.4955.617+00 951.9955.77950.8955.937+50 950.8956.10953.5956.298+00 957.9956.48957.8956.678+50 957.6956.86957.2957.069+00 9+50
154' - 15" PVC
@ 0.15%
339' - 15" PVC
@ 0.15%
MH-141
RIM: 955.91
INL (W): 935.29
INV: 935.29
48" DIA
R-1642
PER DETAIL C7.1/6
295' - 15" PVC
@ 0.15%
MH-137
RIM: 954.79
INL (W): 935.73
INV: 935.73
48" DIA
R-1642
PER DETAIL C7.1/6
104' - 15" PVC
@ 0.15%
MH-138
RIM: 955.46
INL (N): 935.88
INL (S): 935.88
INV: 935.88
48" DIA
R-1642
PER DETAIL C7.1/6
10" DIP CLASS 52 W.M.
10" DIP CLASS 52 W.M.10" DIP CLASS 52 W.M.10" DIP CLASS 52 W.M.10" DIP CLASS 52 W.M.
12"X10" TEE 10" GV
10" 11.25 BEND
10"X6" TEE 10" 22.5 BEND 10" 45 BEND 10" 11.25 BEND
10" GV
FINISHED
GROUND
EXISTING
GROUND7.5' MIN
COVER
7.5' MIN
COVER
DEFLECT WATERMAIN
3' MIN SEPARATION
HORIZONTAL SCALE: 1" = 50 FT
VERTICAL SCALE: 1" = 5 FT
36" Concrete Pipe
947.95 15" RCP
950.25
15" RCP
950.85
EX 10" DIP
CONNECT TO
EXISTING
WATERMAIN
EXISTING SAN17
RIM: 957.17
INL (NW): 934.57
INV: 934.57
INV: 934.67
MH-165
ADJUST AND MODIFY
EXISTING MANHOLE SAN17
RIM: 957.07
48" DIA
R-1642
PER DETAIL C7.1/6
MH-142
RIM: 955.86
INL (W): 934.80
INV: 934.80
48" DIA
R-1642
PER DETAIL C7.1/6
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C4.1
SANITARY SEWER & WATERMAIN PLAN
& PROFILE
C400BDL001-003 (75TH LANE).DWG
PRELIMINARY PLAT
MAY 4, 2026
Pipe Materials
Watermain DIP Class 52 (ANSI A21.51/AWWA C111)
Water Service Copper Type K (ASTM B88)
Public Sanitary Sewer PVC SDR 35 (ASTM: D3034) or DIP Class 50 (ANSI A-21.51)
Sanitary Sewer Service PVC SDR 26
Storm Sewer RCP 12"-18" Class 5 (Mn/DOT 3236 and ASTM C443)
RCP 21" Class 4 (Mn/DOT 3236 and ASTM C443)
RCP 24"-48" Class 3 (Mn/DOT 3236 and ASTM C443)
Drain Tile HDPE - Corrugated & Perforated (D3212 AND ASTM F477)
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.
Contractor to notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer
immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Otsego standards.
Connect to City utilities in accordance with City of Otsego standards.
Contact Jason Coombe at 763.441.2593 for wet tap inspection.
Maintain 7.5 feet of cover on water.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact Jason Coombe, City of Otsego Building Department, at 763.441.2593 for flushing and pressure test inspections.
The water distribution system shall be disinfected per 10 State Standards.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 11 on Sheet C7.3.
Coordinate with private utilities to provide electric, natural gas, and communications services.
See Site Lighting Plan for additional information.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved
areas.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
SERVICES KEY
SERV:
1+00
950.1
1' RISER
CBOX
960.2
SERVICE CALLOUT
CURB STOP BOX CALLOUT
STATIONING FROM DOWNSTREAM SAN MH
SERVICE INVERT ELEVATION
RISER HT (APPLICABLE IF SHOWN)
GROUND ELEVATION AT TOP OF BOX
I
PROPOSED EXISTING
>>ST
SS
I TN H
LEGEND
55.0
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
EASEMENT
POND LINE
CONCRETE SIDEWALK
SPOT ELEVATION
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
EASEMENT
SPOT ELEVATION55.0
>>
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RE=957.37
INV=936.60 (N)
INV=936.60 (E)
*FILLED W/WATER
WWW953.6STRUCTURE - (67)
INV: 947.1797' - 36" RCP @ 0.47
%Water Elevation = 946.5(2025-05-21) NGVD29T>>>>>>
>>
>>
>>
>>
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961.0
CB
RE=961.09
HYD>>
>>
>>
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I
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FPFP FPFPFPFPFPWE
T
WETWETWETWETWETWETWETWETWETWETWETWETSTI
I
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TNHSITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87
EXISTINGSANITARYSEWER PERZACHMANMEADOWSPLANSSTORM SEWER PER 'ZACHMANMEADOWS' PLAN SETWATERMAIN PER'ZACHMAN MEADOWS'PLAN SETSAN16
RIM: 957.38
INV (S):947.49
INV (N):947.59
CB-101B
RIM: 954.01
INV: 950.40
CBMH-101A
RIM: 957.07
INV (W): 949.85
INV: 949.85
CBMH-101
RIM: 957.10
INV (W): 949.71
INV (S): 953.65
INV: 949.60
FES-100
INV: 949.00 HHCABXCABXCABXEBXEBXCABX0+
0
0
0+
5
0
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9
1
.
2
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I
-0+14.030+001+002+003+005+62.850+
0
0
1+
0
0
2+
0
0
3+00 4+005+0010' MIN
SEPARATION
12
"
D
I
P
W
.
M
.12" DIP W.M.12"
D
I
P
W
.
M
.
MH-140
MH-138
MH-139
MH-162
MH-163
CONNECT TO EXISTING
WATERMAIN
10' MIN
SEPARATION
CONNECT TO EXISTING
SANITARY STUB
Sa
n
S
e
r
v
:
1+
6
5
IN
V
=
9
4
6
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9
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6
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V
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9
4
6
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8
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9
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5
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3
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7
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9
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:
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:
95
7
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2
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:
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:
957
.
4
930
935
940
945
950
955
960
965
970
930
935
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945
950
955
960
965
970
-0+50 963.2957.340+00 962.6957.31960.6957.190+50 958.9956.93957.0956.591+00 955.7956.25954.7955.911+50 953.7955.58952.8955.462+00 952.6955.56952.8955.712+50 953.1955.86953.1956.013+00 953.0956.16952.6956.313+50 952.5956.46952.9956.654+00 953.8957.11954.4957.874+50 954.9958.88956.6959.715+00 960.4960.85+50 6+00
MH-140
RIM: 957.33
INV: 947.66
48" DIA
R-1642
PER DETAIL C7.1/6
190'
-
1
5
"
P
V
C
@ 6.
2
0
%
MH-138
RIM: 955.46
INL (N): 935.88
INL (S): 935.88
INV: 935.88
48" DIA
R-1642
PER DETAIL C7.1/6
93' - 15" PVC
@ 0.15%
192' - 15" PVC
@ 0.15%
MH-162
RIM: 954.78
INL (N): 936.30
INV: 936.30
48" DIA
R-1642
PER DETAIL C7.1/6
MH-139
RIM: 955.99
INL (W): 936.01
INV: 936.01
48" DIA
R-1642
PER DETAIL C7.1/6
12" GV
12" GV
12" 45 BEND
12" 45 BEND 12"X10" TEE
12" GV
12" 11.25 BEND 12" 45 BEND
12" 45 BEND
12" 45 BEND
CONNECT TO
EXISTING WATERMAIN
12"X16" TEE
EXISTING
GROUND7.5' MIN
COVER
FINISHED
GROUND
18' - 8" PVC @ 0.40%
15" RCP
951.96
HORIZONTAL SCALE: 1" = 50 FT
VERTICAL SCALE: 1" = 5 FT
CONNECT TO
EXISTING
WATERMAIN
12" DIP CLASS 52 W.M.12" DIP CLASS 52 W.
M
.75TH STREET NE1OUTLOT AIIIII
IIII
>>>III>>>>>>>>>FM FM FM FMST
X X
XXXXUE
XTSSMH
RE=957.37
INV=936.60 (N)
INV=936.60 (E)
*FILLED W/WATER
SSMH
RE=954.23
INV=936.78 (N)
INV=936.78 (S)
*FILLED W/WATER
STRUCTURE - (67)
INV: 947.17
STRUCTURE - (68)
INV: 947.63
97' - 36" RCP @ 0.47%Water Elevation = 946.5(2025-05-21) NGVD29T>>>>>>>>>>>>CBMH
961.0 CB
RE=961.09 STH
YD>>>>>
I I I I I I I I
FPFPFPFPFPWETWETWETWET0+00 0+50 0+91.245+62.853+004+005+0012" DIP W.M.MH-162 MH-163
CONNECT TO EXISTING
SANITARY STUB
10' MIN
SEPARATION
Sa
n
S
e
r
v
:
0+
3
4
IN
V
=
9
4
4
.
7
8'
R
I
S
E
R
CB
O
X
:
95
7
.
4
930
935
940
945
950
955
960
965
930
935
940
945
950
955
960
965
-0+25 953.0957.050+00 952.2952.10+50 951.61+00 1+25
MH-162
RIM: 954.78
INL (N): 936.30
INV: 936.30
48" DIA
R-1642
PER DETAIL C7.1/6
71' - 15" PVC
@ 0.15%
MH-163
RIM: 951.46
INV: 936.40
48" DIA
R-1642
PER DETAIL C7.1/6
HORIZONTAL SCALE: 1" = 50 FT
VERTICAL SCALE: 1" = 5 FT
EXISTING
GROUND
FINISHED
GROUND
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C4.2
SANITARY SEWER & WATERMAIN PLAN
& PROFILE
C400BDL001-003 (KEADING AVE
NE2).DWG
PRELIMINARY PLAT
MAY 4, 2026
Pipe Materials
Watermain DIP Class 52 (ANSI A21.51/AWWA C111)
Water Service Copper Type K (ASTM B88)
Public Sanitary Sewer PVC SDR 35 (ASTM: D3034) or DIP Class 50 (ANSI A-21.51)
Sanitary Sewer Service PVC SDR 26
Storm Sewer RCP 12"-18" Class 5 (Mn/DOT 3236 and ASTM C443)
RCP 21" Class 4 (Mn/DOT 3236 and ASTM C443)
RCP 24"-48" Class 3 (Mn/DOT 3236 and ASTM C443)
Drain Tile HDPE - Corrugated & Perforated (D3212 AND ASTM F477)
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.
Contractor to notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer
immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Otsego standards.
Connect to City utilities in accordance with City of Otsego standards.
Contact Jason Coombe at 763.441.2593 for wet tap inspection.
Maintain 7.5 feet of cover on water.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact Jason Coombe, City of Otsego Building Department, at 763.441.2593 for flushing and pressure test inspections.
The water distribution system shall be disinfected per 10 State Standards.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 11 on Sheet C7.3.
Coordinate with private utilities to provide electric, natural gas, and communications services.
See Site Lighting Plan for additional information.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved
areas.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
SERVICES KEY
SERV:
1+00
950.1
1' RISER
CBOX
960.2
SERVICE CALLOUT
CURB STOP BOX CALLOUT
STATIONING FROM DOWNSTREAM SAN MH
SERVICE INVERT ELEVATION
RISER HT (APPLICABLE IF SHOWN)
GROUND ELEVATION AT TOP OF BOX
KEADING AVENUE NE SANITARY MH-162 TO MH-163
NORTH
0 50 100
>>
I
>>>>
PROPOSED EXISTING
>>>>ST
SS
I TN H
LEGEND
55.0
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
EASEMENT
POND LINE
CONCRETE SIDEWALK
SPOT ELEVATION
>>
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
EASEMENT
SPOT ELEVATION55.0
>>
I I I I I >>
I I I I I
>>>I I
57.0
???49.0
57.0
I I I I
>>>EOF
EOF???54.0
I57.8 KEADING AVENUE NE75' R.O.W. DEDICATION30' BUILDING SETBACKPOND 10P
100-YR HWL= 955.46
NWL = 949.00
7 5 T H STREET NE
1
2
3 4
5
6 7
BLOCK 3BLOCK 2
16
171819
2021
1
2
3
4
5
6
OUTLOT A
IIIIIIIIIII
IIIIIIIIIII
I
I
II
IIII
EOFEOFEOFWETLAND 110'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
II>>>
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FMFMFMFMII75 33
II
SS SSMH
RE=970.13
INV=961.66 N IN
INV=961.66 S OUT
INV=961.66 E OUT
SS
SSMH
RE=966.20
INV=956.46 (S)
INV=956.54 (W)
ST
ST
SS UET
33
75
33
SS
INV=936.60 (N)
INV=936.60 (E)
*FILLED W/WATER
FP
>>>>>>>>>>>>>>>>>>>>>ST
CBMH
961.0
CB
RE=961.09
H YD
>>>>>>>>IIIIIIIF
P
FP
FP
FP
WET
WE
T
WET WET
WET
WET WET WET
WET
WET
WET WETSSSTTNH EXISTING
SANITARY
SEWER PER
ZACHMAN
MEADOWS
PLANS
STORM SEWER PER 'ZACHMAN
MEADOWS' PLAN SET
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
CB-101B
RIM: 954.01
INV: 950.40
CBMH-101A
RIM: 957.07
INV (W): 949.85
INV: 949.85
CBMH-101
RIM: 957.10
INV (W): 949.71
INV (S): 953.65
INV: 949.60
FES-100
INV: 949.00
HHCABX
CABXEBXI0+001+002+003+
0
0
4+00
5+005+62.85
-0+14.030+00 1+00
2+00
3+00
CBMH-102
CBMH-103MH-104FES-105
MH-101
FES-100
CB-103A
CB-102A
4" HDPE Perforated
Drain Tile
4" HDPE Perforated
Drain Tile
930
935
940
945
950
955
960
965
930
935
940
945
950
955
960
965
FES-100
INV: 949.00
38' - 27" RCP
@ 1.0%
MH-101
RIM=956.11
INV-IN (N)=949.40
INV-OUT (SE)=949.40
48" DIA
BUILD=6.7'
122' - 27" RCP
@ 0.9%
CBMH-102
RIM=954.29
INV-IN (N)=950.50
INV-IN (E)=950.50
INV-OUT (S)=950.50
48" DIA W/ 3.0' SUMP
BUILD=6.8'
140' - 15" RCP
@ 0.6%
MH-104
RIM=956.29
INV-IN (W)=952.10
INV-OUT (E)=952.10
48" DIA
BUILD=4.2'
129' - 15" RCP
@ 0.7%
FES-105
INV: 953.00
27' - 15" RCP
@ 2.6%
HORIZONTAL SCALE: 1" = 50 FT
VERTICAL SCALE: 1" = 5 FT
EXISTING
GROUND
FINISHED
GROUND
15" PVC Pipe
935.7015" PVC Pipe
935.91
12" DIP
10" DIP 49.0BTMNWLNWLBTM100 YR
-HWL75TH STREET NEBLOCK
1456789101112131415BLOCK
2
7891011121314151617IIIIIIIIIIIII
I
I
I
I
I
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WETLAND 1
100 YR
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>>>>>>>>>>>>>>XXFPFPFPB-113B-114
WE
T
FES-200
INV: 949.00
FES-300
INV: 949.00
2
+
0
0
3+004+005+006+007+00FES-300
MH-302 MH-303
FES-200
CB-201 CBMH-202
CB-202A4" HDPE
Pe
r
fo
ra
ted
4"
HDPE
Pe
r
fo
ra
tedDra
in
T
i
le4"
HDPE
Pe
r
fo
ra
tedDra
in
T
i
le
930
935
940
945
950
955
960
965
930
935
940
945
950
955
960
965
28' - 15" RCP
@ 4.6%153' - 42" RCP
@ 0.4%
CB-201
RIM=954.48
INV-IN (N)=949.60
INV-OUT (S)=949.60
60" DIA
BUILD=7.9'
HORIZONTAL SCALE: 1" = 50 FT
VERTICAL SCALE: 1" = 5 FT
EXISTING
GROUND
FINISHED
GROUND
15" PVC Pipe
935.04
10" DIP
FES-200
INV: 949.00
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C5.1
STORM SEWER PLAN & PROFILE
C500BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NORTH
0 50 100
NORTH
0 50 100
Pipe Materials
Watermain DIP Class 52 (ANSI A21.51/AWWA C111)
Water Service Copper Type K (ASTM B88)
Public Sanitary Sewer PVC SDR 35 (ASTM: D3034) or DIP Class 50 (ANSI A-21.51)
Sanitary Sewer Service PVC SDR 26
Storm Sewer RCP 12"-18" Class 5 (Mn/DOT 3236 and ASTM C443)
RCP 21" Class 4 (Mn/DOT 3236 and ASTM C443)
RCP 24"-48" Class 3 (Mn/DOT 3236 and ASTM C443)
Drain Tile HDPE - Corrugated & Perforated (D3212 AND ASTM F477)
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.
Contractor to notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer
immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Otsego standards.
Connect to City utilities in accordance with City of Otsego standards.
Contact Jason Coombe at 763.441.2593 for wet tap inspection.
Maintain 7.5 feet of cover on water.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact Jason Coombe, City of Otsego Building Department, at 763.441.2593 for flushing and pressure test inspections.
The water distribution system shall be disinfected per 10 State Standards.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 11 on Sheet C7.3.
Coordinate with private utilities to provide electric, natural gas, and communications services.
See Site Lighting Plan for additional information.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved
areas.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
>>
I
>>>>
PROPOSED EXISTING
>>>>ST
SS
I TN H
LEGEND
55.0
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
EASEMENT
POND LINE
CONCRETE SIDEWALK
SPOT ELEVATION
>>
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
EASEMENT
SPOT ELEVATION55.0
>>
I I I I I >>
I I I I I
STORM FES-100 TO FES-105 STORM FES-200 TO CB-202
930
935
940
945
950
955
960
965
930
935
940
945
950
955
960
965
31' - 36" Concrete Pipe
@ 0.6%
FES-300
INV: 946.00
PER DETAIL C7.4/10
39' - 12" Concrete Pipe
@ -7.6%
OCS-301
RIM=955.00
INV-IN (S)=949.00
INV-OUT (N)=949.00
60" DIA
BUILD=6.0'
139' - 36" Concrete Pipe
@ 0.7%
MH-302
RIM=955.85
INV-IN (S)=948.00
INV-OUT (N)=948.00
60" DIA
BUILD=7.9'
MH-303
RIM=956.14
INV-IN (S)=947.80
INV-OUT (N)=947.80
60" DIA
BUILD=8.3'
142' - 36" Concrete Pipe
@ 2.0%
FES-304
INV: 945.00
PER DETAIL C7.4/10
HORIZONTAL SCALE: 1" = 50 FT
VERTICAL SCALE: 1" = 5 FT
EXISTING
GROUND
FINISHED
GROUND
15" PVC Pipe
935.34
10" DIP
DEFLECT PIPE
SEE SHEET C4.1BTMNWLNWLBTM100 YR
-HWL100 YR
-HWL75TH STREET NEKEADING
A
V
E
N
U
E
N
E
BLOCK
12345678910111213BLOCK
2
9101112131415161718192021OUTLOT
AIIIIIIIIII
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I IIIEOF
EOF
EOF
WETLAND 1
100-YR
HWL=
947
.60NWL =
944
.50OUT=944.50BTM =
938
.00100 YR
-HWL
1
0
0
Y
R
-
HW
LNWL
BTM
BTMNWLI
I>>>I
I>>>>>>I I
>>>I I I
>>>>I I I
>>>>I I I
>>>>I I I
>>>>I I I>>>III>>>>III>>>>III>>>>III>>>III>>>II>>>IIII
I>>>I
I
I
I
I
I >>>IIII>
>
>III>>III>
>III>
>III>>
IIII>>>
III>>
III>>
III>>
>>III
>>III>>>>>>>>>>>>>>>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>
>>>>
>>>>>>>>>>>>>>>>>>>>>>XXXX
XXXXFPFP
FP
FPFPFPFPFPFPB-113B-114WETW
E
T
WETWE
T
W
E
T
WE
T
WET
WET
WETWETWETWETWETWETWETFES-200
INV: 949.00
1+00
2+00-0+14.030+001+002
+
0
0
3+00
4+005+006+00CBMH-102 CBMH-103
MH-104
MH-101
FES-300
MH-302 MH-303
FES-304
FES-200
CB-201 CBMH-202
FES-100
CB-103A
CB-102A
CB-202A4"
HDPE
Pe
r
fo
ra
tedDra
in
T
i
le
4"
HDPE
Pe
r
fo
ra
tedDra
in
T
i
le
4" HDPE
Pe
r
fo
ra
tedDra
in
T
i
le4"
HDPE
Pe
r
fo
ra
tedDra
in
T
i
le
2
3 4
5
BLOCK 2
18
19
2021
IIIIIII
EOFEOFEOFWETLAND 1>>>I
I
>>>I
I
I
>>>I
I
>>>II
>I>I>I
I
I
I>>>I
I
I>>>>>>>>>>>>>>>>>>>>>>>FP
WET WET
WET
WET
1+00
2+00
CBMH-102
CBMH-103
MH-101
FES-100
CB-103A
CB-102A
4" HDPE Perforated
Drain Tile
4" HDPE Perforated
Drain Tile
940
945
950
955
960
940
945
950
955
960
-0+25 953.4954.620+00 0+50 0+75
CB-102A
RIM=954.28
INV-OUT (W)=950.60
2X3
BUILD=3.7
CBMH-102
RIM=954.29
INV-IN (N)=950.50
INV-IN (E)=950.50
INV-OUT (S)=950.50
48" DIA
BUILD=6.8'
945
950
955
960
945
950
955
960
-0+25 952.6954.620+00 0+50 0+75
CB-103A
RIM=954.28
INV-OUT (W)=951.30
2X3
BUILD=3.0
CBMH-103
RIM=954.28
INV-IN (W)=951.20
INV-IN (E)=951.20
INV-OUT (S)=951.20
48" DIA
BUILD=3.1'
945
950
955
960
945
950
955
960
-0+25 951.5954.780+00 0+50 0+75
CB-202A
RIM=954.44
INV-OUT (W)=951.00
2X3
BUILD=3.4
CBMH-202
RIM=954.44
INV-IN (E)=950.90
INV-OUT (S)=950.90
48" DIA
BUILD=3.5'
75TH STR
E
E
T
N
E
11
12 13 14
15
9101112
IIIIIIII>>>>III>>>>III>>>>III>>>>III>>>>IIIIII>>III>>>>III>>III>>>>>>>>>>>>>>>>>>XXXFP FP
B-113
B-114
WET
WET
5+00
6+00
FES-200
CB-201
CBMH-202
CB-202A
4" HDPE Perforated
Drain Tile
4" HDPE Perforated
Drain Tile
10111213
POND 10P
100-YR HWL= 947.60
NWL = 944.50
OUT=944.50
BTM = 938.00BTM
XXXXXXXXXSTRUCTURE - (63)
INV: 944.50STRUCTURE - (64)
INV: 944.47
13' - 24" HDPE Pipe @ 0.24%FPFPFP
FP
B-115
WET
WET
W
E
T
WETWET
WET
WET
FES-404
FES-405
935
940
945
950
955
935
940
945
950
955
-0+25 946.9944.480+00 946.00+50 0+75
FES-404
INV: 944.50
42' - 24" Concrete Pipe
@ 0.3%
FES-405
INV: 944.38
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C5.2
STORM SEWER PLAN & PROFILE
C500BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NORTH
0 50 100
Pipe Materials
Watermain DIP Class 52 (ANSI A21.51/AWWA C111)
Water Service Copper Type K (ASTM B88)
Public Sanitary Sewer PVC SDR 35 (ASTM: D3034) or DIP Class 50 (ANSI A-21.51)
Sanitary Sewer Service PVC SDR 26
Storm Sewer RCP 12"-18" Class 5 (Mn/DOT 3236 and ASTM C443)
RCP 21" Class 4 (Mn/DOT 3236 and ASTM C443)
RCP 24"-48" Class 3 (Mn/DOT 3236 and ASTM C443)
Drain Tile HDPE - Corrugated & Perforated (D3212 AND ASTM F477)
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.
Contractor to notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer
immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Otsego standards.
2.
3.
4.
5.
6.
7.
8.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
STORM FES-300 TO FES-304
>>
I
>>>>
PROPOSED EXISTING
>>>>ST
SS
I
T NH
LEGEND
55.0
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
EASEMENT
POND LINE
CONCRETE SIDEWALK
SPOT ELEVATION
>>
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY SERVICE
WATER SERVICE
EASEMENT
SPOT ELEVATION55.0
>>
I I I I I >>
I I I I I
NORTH
0 50 100
Connect to City utilities in accordance with City of Otsego standards.
Contact Jason Coombe at 763.441.2593 for wet tap inspection.
Maintain 7.5 feet of cover on water.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact Jason Coombe, City of Otsego Building Department, at 763.441.2593 for flushing and pressure test inspections.
The water distribution system shall be disinfected per 10 State Standards.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 11 on Sheet C7.3.
Coordinate with private utilities to provide electric, natural gas, and communications services.
See Site Lighting Plan for additional information.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved
areas.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
STORM CB-102A TO CBMH-102
STORM CB-103A TO CBMH-103
STORM CB-202A TO CBMH-202
STORM FES-404
TO FES-405
FMFMFMFMCS CS2" MAPLE
FM FM
33
HOUSEHOUSESS
SS
SS XXXXXXXXXXXXXXXXUEXXXXXXXT
33
33
FP FPFP
FP
FP
>>>>>
FP
FP
FP
FP
FPFP
FP FPFPFPF
P
42
WET
WE
T
WET WET
WET
WET WET WET
WET
WET
WET WETWETWET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WET
WETWETWETW
E
T
WE
T
WET WETWET
30 30
30 30SSSSSTTNHTNH
SITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87
WIRE FENCE END ±0.5
FT W OF CORNER
WIRE FENCE
FITS CORNER
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
HHCABX
CABX
CABX
CABX
CABX
CABX
EBX
EBX
EBX
CABX
BTM
NWL
NWL
BTM
100 YR-HWL
100 YR-HWL
75TH ST
R
E
E
T
N
E
KEADING AVENUE NE75' R.O.W. DEDICATION30' BUILDING SETBACK7 5 T H STREET NE
BLOCK 1
1
2
3 4
5
6 7 8 9 10 11
12
13
14
15
16BLOCK 3B
L
O
C
K
2
BLOCK 2
1
2
3
4
5
6
7
8
9
10
111213141516
171819
2021
1
2
3
4
5
6
OUTLOT A
OUTLOT A
OUTLOT A
9+11.87-0+14.03 0+00 0+50 1+00
1+50
2+00
2+50
3+00 3+50 4+00 4+50
5+00
5+50
6+00
6+50
7+00
7+
5
0
8
+
0
0
8+509+00LP:
954.75
1+23.58
HP:
956.09
3+59.67
LP:
954.91
5+78.29
957.15955.42
954.82
955.16
955.79 955.92
955.31
954.97
955.6
1
9
5
6
.
2
9
957.06955.12
954.84
955.47
956.08 955.62
955.01
955.29
955
.
9
3
956.670+000+501+001+502+002+503+
0
0
3+504+00
4+505+00
LP:
955.46
2+00.19
957.34956.59955.469
5
6
.
0
1
956.65
959.71
957.19955.91955.71956.31
957.87
100 YR-HWL BTMNWL
10'10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
60'ROW28'B to BR90'R1000'R400'R650'R175'R30'R
3
0
'
R
9
0
'28'B to B60'
ROW
60'
ROW
28'
B to B
935
940
945
950
955
960
965
970
975
935
940
945
950
955
960
965
970
975
-0+50 952.7955.420+00 953.1955.27953.1955.120+50 953.1954.97953.1954.821+00 953.0954.75953.0954.841+50 952.5955.00951.8955.162+00 951.0955.31950.9955.472+50 950.6955.63950.6955.793+00 950.7955.95951.2956.083+50 951.5956.06951.9955.924+00 951.9955.77951.4955.624+50 950.6955.47950.0955.315+00 948.9955.16950.2955.015+50 951.5954.92953.0954.976+00 954.8955.13955.6955.296+50 955.0955.45953.4955.617+00 951.9955.77950.8955.937+50 950.8956.10953.5956.298+00 957.9956.48957.8956.678+50 957.6956.86957.2957.069+00 9+50
LP STA: 1+23.58
LP ELEV: 954.75
PVI STA:1+24.28
PVI ELEV:954.68
K:40.51
AD: 1.23%
LVC:50.00
BVCS: 0+99.28BVCE: 954.83EVCS: 1+49.28EVCE: 954.83LP STA: 5+78.29
LP ELEV: 954.91
PVI STA:5+79.05
PVI ELEV:954.84
K:40.15
AD: 1.25%
LVC:50.00
BVCS: 5+54.05BVCE: 954.99EVCS: 6+04.05EVCE: 955.00LP STA: 7+50.00
LP ELEV: 955.93
PVI STA:7+75.00
PVI ELEV:956.09
K:389.90
AD: 0.13%
LVC:50.00
BVCS: 7+50.00BVCE: 955.93EVCS: 8+00.00EVCE: 956.29HP STA: 3+59.67
HP ELEV: 956.09
PVI STA:3+59.05
PVI ELEV:956.16
K:40.39
AD: -1.24%
LVC:50.00
BVCS: 3+34.05BVCE: 956.01EVCS: 3+84.05EVCE: 956.01GRADE BREAK STA = 0+00ELEV = 955.421GRADE BREAK STA = 9+11.87ELEV = 957.148-0.60%0.63%-0.60%0.64%
0.77%
HORIZONTAL SCALE: 1" = 5 FT
VERTICAL SCALE: 1" = 50FT
EXISTING
GROUND
FINISHED
GROUND
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C6.1
STREET PLAN & PROFILE
C600BDL001-003 (75TH LANE).DWG
PRELIMINARY PLAT
MAY 4, 2026
75TH STREET NE
>>
PROPOSED EXISTING
>>ST
SS
I TN H
LEGEND
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
55.0
Obtain all necessary permits for construction within, or use of, public right-of-way.
The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the
digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be
compared to the structural drawings prior to staking.
Dimensions shown are to back of curb.
2.
3.
4.
SITE PLAN NOTES
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
PROPERTY LINE
EASEMENT
POND LINE
LIMITS OF DISTURBANCE
CONCRETE SIDEWALK
SPOT ELEVATION
1.
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
EASEMENT
SPOT ELEVATION55.0
I I I I 7533SSSSSTSTSSX X
XXXXXXXXXXXUE
XT337533SSSST>>>>>>>>>>>>>>>>>>>>STHYD>>>>>>>>>>>>FPFPFPFPFPFPFPFP42WETWETWETWETWETWETWE
T
WETWE
T3030SSSTTNHSITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87 HHCABXCABXCABXEBXEBXCABX57.0???49.057.0???54.057.8KEADING AVENUE NE
75' R.O.W. DEDICATION
30' BUILDING SETBACK
7
5TH STREET NE1234BLOCK 3
192021123456OUTLOT A-0+14.030+000+501+001+50LP:
954.75
1+23.58 955.42954.82955.12954.840+00 0+50 1+00 1+50 2+00 2+50 3+003+504+004+505+005+505+62.85LP:
955.46
2+00.19 ???957.34 956.59
955.46 956.01956.65959.71957.19 955.91 955.71 956.31957.87 ???10'10'10'10'ALL OF OUTLO
T
A
I
S
D
RA
I
N
A
G
E
A
N
D
U
T
I
L
I
T
Y
E
AS
E
M
E
N
T
0+00 0+50 0+91.24
R90
'R1000'R400'R30'R30'R90'28
'B t
o
B
6
0
'ROW
60'ROW28'B to BSEE
INSERT B
SEE
INSERT A
R20'R20'940
945
950
955
960
965
970
975
980
940
945
950
955
960
965
970
975
980
-0+50 963.2957.340+00 962.6957.31960.6957.190+50 958.9956.93957.0956.591+00 955.7956.25954.7955.911+50 953.7955.58952.8955.462+00 952.6955.56952.8955.712+50 953.1955.86953.1956.013+00 953.0956.16952.6956.313+50 952.5956.46952.9956.654+00 953.8957.11954.4957.874+50 954.9958.88956.6959.715+00 960.4960.85+50 6+00
LP STA: 2+00.19
LP ELEV: 955.46
PVI STA:1+90.47
PVI ELEV:955.35
K:25.46
AD: 1.96%
LVC:50.00
BVCS: 1+65.47BVCE: 955.70EVCS: 2+15.47EVCE: 955.50LP STA: 3+86.52
LP ELEV: 956.53
PVI STA:4+24.02
PVI ELEV:956.76
K:20.95
AD: 3.58%
LVC:75.00
BVCS: 3+86.52BVCE: 956.53EVCS: 4+61.52EVCE: 958.32HP STA: 0+25.00
HP ELEV: 957.31
PVI STA:0+50.00
PVI ELEV:957.27
K:41.11
AD: -1.22%
LVC:50.00
BVCS: 0+25.00BVCE: 957.31EVCS: 0+75.00EVCE: 956.93HP STA: 4+97.55
HP ELEV: 959.64
PVI STA:4+82.55
PVI ELEV:959.20
K:23.97
AD: -1.25%
LVC:30.00
BVCS: 4+67.55BVCE: 958.58EVCS: 4+97.55EVCE: 959.64GRADE BREAK STA = 0+00ELEV = 957.344GRADE BREAK STA = 5+22ELEV = 960.358-0.15%
2.93%
-1.36%0.60%
4.18%
EXISTING
GROUND
FINISHED
GROUND
HORIZONTAL SCALE: 1" = 5 FT
VERTICAL SCALE: 1" = 50FT
UE UE
T33>>>>>>>>>>
>>>>
>>>>R30'R
3
0
'
KADLER AVENUE NE
75TH STREET NE59.08 58.98
59.12
59.16
60.21
61.30
5' WIDE
CROSS GUTTER
60.61 59.1459.7460.0460.34 59.8460.44
C7.3
7
5.0' WIDE VALLEY
VALLEY GUTTER
R20'R2
0
'75TH STREET NEKEADING AVE NE
54.9
55.1
55.4
54.8
55.0
55.2
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C6.2
STREET PLAN & PROFILE
C600BDL001-003 (KEADING AVE
NE2).DWG
PRELIMINARY PLAT
MAY 4, 2026
KEADING AVE NE
>>
PROPOSED EXISTING
>>ST
SS
I TN H
LEGEND
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
55.0
Obtain all necessary permits for construction within, or use of, public right-of-way.
The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the
digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be
compared to the structural drawings prior to staking.
Dimensions shown are to back of curb.
2.
3.
4.
SITE PLAN NOTES
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
PROPERTY LINE
EASEMENT
POND LINE
LIMITS OF DISTURBANCE
CONCRETE SIDEWALK
SPOT ELEVATION
1.
CURB & GUTTER
STORM SEWER
SANITARY SEWER
WATERMAIN
EASEMENT
SPOT ELEVATION55.0
INSERT A
KADLER AVE NE & 75TH STREET NE INTERSECTION
SURM CURB & GUTTER
SURM TIPPED GUTTER
B618 CURB & GUTTER
INSERT B
KEADING AVE NE & 75TH STREET NE INTERSECTION
NORTH
0 20 40
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C7.1
CIVIL CONSTRUCTION DETAILS
C701BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NO SCALE NO SCALE NO SCALE
NO SCALE NO SCALE NO SCALE
NO SCALE NO SCALE
ROCK CONSTRUCTION ENTRANCE DROP INLET PROTECTION
TYPICAL TREATMENT BASIN SANITARY SEWER STANDARD MANHOLE SANITARY MANHOLE FRAME AND CASTING
PACER TRAFFIC FLANGE HYDRANTMANHOLE JOINT SEAL
SILT FENCE
INTERNAL CHIMNEY SEAL MANHOLE ADJUSTMENT RINGS
NO SCALENO SCALE
DEEP SANITARY MAIN SERVICE CONNECTION
1211109
865
421
NO SCALE7
FLOW
24" MIN.
NOTES:
1.DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE OR USE MACHINE SLICED ANCHOR.
2.WIRE MESH MUST BE EMBEDDED A MINIMUM OF 2" INTO THE GROUND AND NO MORE
THAN 36" ABOVE THE GROUND SURFACE.
3.DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE OF THE TRENCH.
4.LAYOUT WIRE MESH AND SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND
BACK FILL.
STEEL T-POST
1.25 lbs/FT @
6 FT O.C. MAX
UV STABILIZED GEOTEXTILE
24"-36" HEIGHT
MACHINE SLICED ANCHOR
OR 6"X6" TAMPED EARTH
BACKFILL
UNDISTURBED SOIL
WELDED STEEL PLATE6" MIN6" MIN
24" MIN.BACKFILL
UV STABILIZED GEOTEXTILE
24"-36" HEIGHT
WIRE MESH 6"x6" MAX.,
(14 MIN. GAUGE) - MIN.
2" EMBEDMENT INTO SOIL
STEEL T-POST
1.25 LBS/FT
@ 6' O.C. MAX.
FLOW
WELDED STEEL PLATE
REGULAR
SILT FENCE
HEAVY-DUTY
SILT FENCE
NO SCALE3DOUBLE SILT FENCE
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C7.2
CIVIL CONSTRUCTION DETAILS
C701BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NO SCALE NO SCALE NO SCALE
NO SCALE NO SCALE NO SCALE
NO SCALE NO SCALE NO SCALE NO SCALE
STORM SEWER STANDARD MANHOLE
TYPICAL WATER TIGHT SEALS WATERMAIN CONCRETE BLOCKING
CURB STOP COVER FOR DRIVEWAY INSTALLATION
IRRIGATION SERVICE DETAILWATER SERVICE DETAIL WATER SERVICE DETAIL 2"
HYDRANT AND VALVE INSTALLATION
HYDRANT PLAN AND SECTION VIEW TYPICAL RESILIENT WEDGE VALVE AND BOX INSTALL
NO SCALE
WATERMAIN CONCRETE BLOCKING QUANTITIES3
11 12109
865
421
NO SCALE
SHALLOW SANITARY MAIN SERVICE CONNECTION7
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C7.3
CIVIL CONSTRUCTION DETAILS
C701BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NO SCALE NO SCALE NO SCALE
NO SCALE NO SCALENO SCALE
SURMOUNTABLE CURB & GUTTER
NO SCALE
NO SCALE
CONCRETE CURB AND GUTTER
NO SCALE
ARTICULATED CONCRETE BLOCK MAT LAYOUT
SKIMMER STRUCTURE WITH WEIR48 INCH DIAMETER SHALLOW DEPTH CATCH BASIN 2' X 3' CATCH BASIN
CONCRETE CURB AND GUTTER
PLATE STYLE GRATE 48" DIA. OUTLET STRUCTURE
STANDARD STORM 48" MANHOLE - CATCH BASIN
NO SCALE
STANDARD STORM 60" MANHOLE - CATCH BASIN
NO SCALENO SCALE
LONGITUDINAL PERMEABLE
AGGREGATE BASE (P.A.B) DRAIN11
1
109
8775
432
60"
12"Ø ORFICE
60"70"
72.15"
61.84"
60"
60"
NO SCALE
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C7.4
CIVIL CONSTRUCTION DETAILS
C701BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NO SCALE
PERMANENT BARRICADE
NO SCALE NO SCALE NO SCALE
NO SCALE NO SCALE
LOCAL RESIDENTIAL URBAN STREET SECTION-9 TON URBAN MAIL BOX LOCATIONTYPICAL DRIVEWAY SECTIONS
ALTERNATE
10"9"
6"
27"-36"
48"-54"
21"24"
78"-90"
60"-72"
42"
18"
15"
1 1/4"Ø
1 1/4"Ø
1 1/4"Ø
1"Ø
1"Ø
1"Ø
3/4"Ø
3/4"Ø
PIPE SIZE
H
12"3/4"Ø
BARS
1"6"
7"
8"
1"
1"
4"
5"
6"
4"
3"
3/4"
3/4"
3/4"
5/8"
5/8"
2 1/2"
`H'
5/8"
BOLTS24" MAXNO SCALE
FLARED END SECTION AND TRASH GUARD
WITH RIP RAP4
32" TYP.
PROVIDE TRASH
GUARDS ON ALL
INLETS/OUTLETS
(MnDOT 5201B).
PROVIDE 3 FASTENING
CLIPS AND HOT DIP
GALVANIZE AFTER
FABRICATION
USE MANUFACTURERS
RECOMMENDED TIES AND
BOLTS
TIE LAST 3 PIPE JOINTS. USE 2
TIE BOLT FASTENERS PER JOINT.
INSTALL AT 60d FROM TOP OR
BOTTOM OF PIPE.
FASTENING CLIP WELD COUPLER TO BOLT
ISOMETRIC
SECTION
PIPE LENGTHS ON PLAN
AND IN CALCULATIONS
ARE TO THIS POINT
FINISHED GRADE
INVERT
(SEE PLAN)
HAND PLACED RIPRAP
DEPTH PER TABLE
FILTER FABRIC (MIRAFI 500
OR EQ.) EXTEND UNDER
FES 3'
COMPACTED SUBGRADE
12" FOR 27" DIA. PIPE AND SMALLER
18" FOR 30" DIA. PIPE AND LARGER
TIE DETAIL
1' TYP
2'
CLASS IId50= 6"CLASS IIId50= 9"CLASS IV d50= 9"
DIA. OFROUNDPIPE (IN.)
LENGTH(FT.)12" DEPTH RIPRAP(CU. YDS.) 18" DEPTH RIPRAP(CU. YDS.)24" DEPTH RIPRAP(CU. YDS.)
12151821242730364248
881010121214161820
2.82.93.94.25.55.87.39.210.912.9
4.14.45.96.38.38.710.913.816.319.4
5.55.87.88.411.011.614.518.321.725.8
RIPRAP AT RCP OUTLETS
TABLE OF QUANTITIES
TRASH GUARD SIZING
CROSS GUTTER5
321
6
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
C7.5
CIVIL CONSTRUCTION DETAILS
C701BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
NO SCALE
PEDESTRIAN CURB RAMP DETAILS
NO SCALE
PEDESTRIAN CURB RAMP DETAILS
NO SCALE
PEDESTRIAN CURB RAMP DETAILS
NO SCALE
PEDESTRIAN CURB RAMP DETAILS43
21
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HYD>>>>>>>>>>>>>>IIIIIIIIIIIIFPFPFPFPF
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42 WETWET
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SITE BENCHMARK
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ELEV.=960.87
HHCABX
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CABX
BTM
NWL
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100 YR-HWL
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75TH ST
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KEADING AVENUE NE7 5 T H STREET NE
BLOCK 1
1
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L
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BLOCK 2
1
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3
4
5
6
7
8
9
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1
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3
4
5
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OUTLOT A
OUTLOT A
OUTLOT A
>>>>>>>>
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
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EOFEOFEOFWETLAND 1100 YR-HWL
100 YR-HWL
NWL
BTM
BTMNWL
10'10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
II>>>
II>>>
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>>III>>>II>>>III>>>>III>>>>III>>>>III>>>>III>>>>III>>>>III>>>III>>>II>>>>III>>>>III>>>>III>>>>I I I>>>III>>>>III>>>>II
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(3) TABL
(3) CEOC
(3) QUAL
(8) BEND
(11) ACRU (10) CASP
(11) ACGM
(10) BEND
(3) QUBI
(7) QUAL
(6) CASP
(5) ACRU
SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION
DECIDUOUS TREES
ACRU 19 Acer rubrum `Autumn Spire` / Autumn Spire Maple 50`H x 25`W 2.5" Cal.B & B
ACGM 11 Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B
BEND 18 Betula nigra `Dura Heat` / Dura Heat River Birch 35`H x 18`W 2.5"Cal B & B
CASP 16 Catalpa speciosa / Northern Catalpa 60`H x 40`W 2.5"Cal B & B
CEOC 6 Celtis occidentalis / Common Hackberry 50`H x 50`W 2.5"Cal B & B
QUAL 10 Quercus alba / White Oak 70`H x 60`W 2.5"Cal B & B
QUBI 3 Quercus bicolor / Swamp White Oak 55`H x 55`W 2.5"Cal B & B
TABL 3 Tilia americana `Boulevard` / Boulevard Linden 60`H x 30`W 2.5" CAL.B & B
EVERGREEN TREES
PIDE 10 Picea glauca `Densata` / Black Hills Spruce 45`H x 20`W 8` HT B & B
PINI 11 Pinus nigra / Austrian Black Pine 50`H x 30`W 10` HT.B & B
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
John C. Ortiz
License No:62761 Date:dd/mm/yyyy
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
L2.1
LANDSCAPE PLANTING PLAN
L201BDL001-003.DWG
PRELIMINARY PLAT
MAY 4, 2026
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
LEGEND
Seed mix.
MNDOT 33-261, Stormwater South and West.
Seed at rate of 35 lbs/acre.
With erosion control mat.
Seed mix.
BWSR Mid Diversity Mesic to Dry Buffer South and West.
Seed at rate of 46.18 lbs/acre.
With erosion control mat.
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixtures MNDOT 25-131 -Low Maintenance Turf and MNDOT 33-261-Stormwater South and West as defined in current
MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association
(MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation.
Seed mixture BWSR-Mid Diversity Mesic to Dry Buffer South and West as defined in current BWSR Seeding Manual. Native Seeds
shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation
to the Owner 30 days minimum prior to installation.
Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,
infestation, damage, and disfiguration.
All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.
Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.
Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required
erosion prevention and sediment control.
Reserved.
Edge planting beds with 5-inch, 18" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent to
curbing, walks or buildings.
Place plants according to layout with proper nominal spacing. Quantities shown on this plan are totals for entire design. For
discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.
2.
3.
6.
7.
8.
9.
10.
11.
12.
13.
LANDSCAPE NOTES
4.
5.
1.
OVERALL PLANT SCHEDULE
See Details for depth of planting soil.
Install 3-4 inch depth of triple-shredded hardwood mulch in Planting Bed Areas.
Reserved.
Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.
Edging is not required, unless noted otherwise.
Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric
shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.
Erosion control blanket (MNDOT 3885). Category 3N, straw 2S, erosion control mat.
Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings
and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable
codes and obtain all necessary permits from local jurisdiction.
All plant material shall have a 1-year warranty. The warranty shall begin after the last plant has been installed and the Landscape
Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during
the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and
sizes and equal or better vigor as original installation.
14.
15.
16.
17.
18.
20.
21.
LANDSCAPE NOTES CONTINUED
19.
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
NOT FO
R
CONST
R
U
C
TI
O
N
Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
John C. Ortiz
License No:62761 Date:dd/mm/yyyy
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
L7.1
LANDSCAPE DETAILS
L7.1 LANDSCAPE DETAILS.DWG
PRELIMINARY PLAT
MAY 4, 2026
SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5 x DIA. OF SOIL BALL
AREA DUG FOR PLANTING
2-3 x DIA. OF SOIL BALL
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL.
CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT
AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.
2" X 2" X 24" WOOD STAKE SET AT ANGLE
EXISTING SOIL LOOSENED
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES
1.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE
FUTURE STEM GIRDLING. REJECT ANY TREES THAT
ARE SEVERELY AFFECTED.
2.TWO ALTERNATE METHODS OF TREE STAKING ARE
ILLUSTRATED AND TO BE UTILIZED ONLY IF
NECESSARY.
3.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT
THE GUARANTEE PERIOD. SEE SPECIFICATIONS.
FLAGGING: ONE (1) FLAG PER WIRE
DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE INTERVALS (TYP.)
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL
LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW
SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE
COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO
MAINTAIN APPROPRIATE DEPTH.
16" POLYPROPYLENE OR POLYETHYLENE
(40 MIL, 1-1/2" WIDE STRAP TYP.)
TREE WRAP TO FIRST BRANCH
NOTES:
8' STEEL STAKE.
PLACE WITHIN
TWO (2) INCHES
OF ROOT BALL.
NO SCALE
DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH
(SEE PLANS)
1
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR
FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF
ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR
SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH.VARIESSCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
2" X 2" X 24" WOOD STAKE SET AT ANGLE
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES (SEE PLANS)
CUT TOP OF WIRE BASKET 1/3 (MIN) FROM TOP OF BALL. CUT TWINE
FROM AROUND TOP 1/3 (MIN) OF ROOTBALL. CUT AND ROLL BACK
BURLAP 1/3 (MIN) FROM TOP OF ROOTBALL.
16" POLYPROPYLENE OR POLYETHYLENE
(40 MIL, 1-1/2" WIDE STRAP TYP.)
FLAGGING: ONE (1) PER WIRE
1.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM
GIRDLING. REJECT ANY TREES THAT ARE SEVERELY
AFFECTED.
2.TWO ALTERNATE METHODS OF TREE STAKING ARE
ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY.
3.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE
GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR
SPECIFICATIONS.
NOTES:
NO SCALE
CONIFEROUS TREE PLANTING
EXISTING SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5x DIA. OF SOIL BALL
EXISTING SOIL LOOSENED
FOUR (4") INCHES SHREDDED HARDWOOD MULCH.
MAINTAIN A TWELVE (12") INCH DIAMETER RING AROUND BASE OF
TRUNK, CLEAR OF MULCH.
DOUBLE STRAND 14 GA. WIRE.24"12" DIA.
DOUBLE STRAND 14 GA.
WIRE.
8' STEEL STAKE. PLACE
TWO (2) INCHES FROM
ROOT BALL.
2
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING.
PLACE PLANT
WHERE SHOWN ON
PLAN
EXISTING SUBGRADE
REFER TO LANDSCAPE PLAN(S) FOR
GROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADE
1.IF ROOTS ARE PRESENT AROUND THE EDGES OF
ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE
WITHOUT DESTROYING SOIL MASS.
2.DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT
BALL.
NOTES:
TOP OF ROOT MASS
SHALL BE LEVEL WITH
FINISHED GRADE
PLANTING SOIL (SEE PLANS)
NO SCALE
SHRUB PLANTING
DIG PLANTING PIT
3X WIDEST DIMENSION OF ROOT BALL
ROOT BALL SITS ON EXISTING OR
RECOMPACTED SUBGRADE.
FOUR (4) INCH HIGH SOIL BERM
CONSTRUCTED AROUND ENTIRE
ROOT BALL. BERM SHALL BEGIN AT ROOT
BALL EDGE.
MULCH (SEE PLANS)
EDGING (SEE PLANS)
3
IF ROOTS ARE PRESENT AROUND
THE EDGES OF ROOTBALL, UNCOIL
OR CUT AS MANY AS POSSIBLE
WITHOUT DESTROYING SOIL MASS.
NOTES:
NO SCALE
STEEP SLOPE PLANTING
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING.
EDGE CONDITION VARIES
(SEE PLANS)
EDGING (SEE PLANS)
PLANTING SOIL
(SEE PLANS)
MULCH (SEE PLANS)
ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,
ABOVE ROOT BALL SURFACE, CENTERED ON
DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE
EXISTING SUBGRADE
ORIGINAL GRADE SHALL PASS THROUGH POINT
WHERE TRUNK MEETS TOP OF ROOT BALL.
DIG PLANTING PIT
3X WIDTH OF ROOT BALL
A
PLAN
SECTION A-A
ROUND-TOPPED BERM
ROOT BALL EDGE
SLOPEA
5
INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.
MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.
8' O.C.2.5'
4'
(TYP)
NO SCALE
TREE PROTECTION4 DRIPLINEPOLYETHYLENE SAFETY NETTING, COLOR: ORANGE.
THREE TIES PER POST.DRIPLINE6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE,
SPACED EIGHT (8) FEET ON CENTER.
5" MULCH LAYER
>>>>>>>>>>>>>>>>>>>>>>>>FMFMFMFMFMFMIIIICS CS CS
CS EBX
CS2" MAPLE
T
FMFM FM
75 33
288' - 8" PVC Pipe @ 1.15%
28' - 21" RCP
@ 0.12%HOUSEHOUSESS SSMH
RE=970.13
INV=961.66 N IN
INV=961.66 S OUT
INV=961.66 E OUT
H Y
D
SS
SS XXXXXXXXXXXXXXXXXXXX X
X
X X X X X XXXXXXXXXXXXXUEXXXXXXXXT
33
75
33
Water Elevation = 946.5
(2025-05-21) NGVD29
T FPFPFPFP
FPFP FPFP
FPFP
FP
FP
>>>>>>FPFPFPFPF
P
FP
FP
FP
F
P
FPFP
FP FPFP
FPFPFP
B-113
B-114
B-115
42
WET
WE
T
WET WET
WET
WET WET
WET
WET
WET
WET WETWETWETW
E
T WETWETWET
WET
WET
W
E
T
WETWET
WET
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WET
WETWETWETW
E
T
WE
T
WET WETWET
30 30
3030 30SSSSSTWater Elevation = 945.8
(2025-05-21) NGVD29
TN
HTNHTNH
SITE BENCHMARK
TOP NUT OF HYDRANT
ELEV.=960.87
WIRE FENCE END ±0.5
FT W OF CORNER
WIRE FENCE
FITS CORNER
EXISTING SANITARY SEWER
PER ZACHMAN MEADOWS
PLAN SET
EXISTING
SANITARY
SEWER PER
ZACHMAN
MEADOWS
PLANS
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
WATERMAIN PER
'ZACHMAN MEADOWS'
PLAN SET
SAN16
RIM: 957.38
INV (S):947.49
INV (N):947.59
SAN17
RIM: 957.17
INV (S):934.57
INV (N):934.67
FES-200
INV: 949.00 FES-300
INV: 949.00FES-100
INV: 949.00
94
4
944944944
9
4
6
94
6
946
94
6
948
94
8
950
95
0
952
9
5
2
954
9
5
4
956
956958
960
962
964
946946946948948948
950950950
952
952
954
954
956
956
958
958
960
960
962
962
946
948
950
952
954
956
9589609629649
6
6
9589589609609629629
6
4
96
6
942944946948950952954956958960944 946 948
950950 952 952952
952
954 954954
954
956 956956956
958958
948
950
95
2
954
95
6
9
5
8
944
9
4
4
946
946 9489
4
8
9
5
0
950
9
5
2
952
95
4
954
956
956
958
950
952
954
956
958 950952
954
956
95
8
944
946
948
950
9
5
0
952
952
954
9
5
4
952
954
956
958
960
962
942
944946948
950
952
954
956
958
960
962
942944946948
950
952
954
952
954
956
958
958
960
962
960
962
9
5
8 958942944946948
950
952
954
956
958
950
952
954
956
958
942944946
948
950
952
954
956
9
5
8
944946
948
950
952
954
956
944946
948
950
952
954
956
958944946
948
950
952
954
956
958946
948
950 9
5
2
9
5
4
956
958
950952954956958
960948
950
952
9
5
4956 94
4
94
4
94
6
94
6
94
8
9
4
8
950952954946
948
950
952
954
950
952
9
5
4
95695896094
8
950
952
946
946
948
950 9469
4
8
948
950
952
954
956
95
8
946
948
95
0
95295495695896
0
96896
8
95895896096296496696897095
0
952
954
952
952
944
946
948
950
952
954
946
944944
946
94
4
94
4
9
4
6
948
948
948 948 9489
5
4
954
954
9
5
6
HHCABX
CABX
CABX
CABX
CABX
CABX
EBX
EBX
EBX
CABX
5.2%
5.0%
5.1%((958.6))SOGTF 959.4GF 959.1((959.8))
SOG
TF 960.6GF 960.3((958.6))SOGTF 959.4GF 959.1((958.9))SOGTF 959.7GF 959.4((959.5))SOGTF 960.3GF 960.0GF 960.74.4%>>>I I
56.9
57.0
???49.0
49.0
57.0
((958.9))SOGTF 959.7GF 959.4((959.4))SOGTF 960.2GF 959.9((960.7))SOGTF 961.5GF 961.2((959.7))SOGTF 960.5GF 960.2((958.7))SOGTF 959.5GF 959.2((959.2))
SOG
TF 960.0GF 959.7
4.1%((958.7))
SOG
TF 959.5GF 959.2
4.2%((958.2))
SOG
TF 959.0GF 958.7
4.3%((957.9))
SOG
TF 958.7GF 958.4
4.7%((959.4))
SOG
TF 960.2GF 959.9
((959.1))
SOG
TF 959.9GF 959.6
((958.8))
SOG
TF 959.6GF 959.3
((958.5))
SOG
TF 959.3GF 959.0
((958.2))
SOG
TF 959.0GF 958.7
4.9%((958.0))
SOG
TF 958.8GF 958.5
5.1%5.0%
5.0%
4.5%
4.7%
4.8%
4.7%I I I I
>>>>>>IIII
>>>IIII
>>>IIII
I>5.0%5.1%5.1%5.2%>>>>>IIIIEOFEOF
EOF
EOF
II56.9
???54.0
>>>I I
I I I I
>>>>>>I I
I I I I
>>>I IIII>II>I>II>>I>IIII57.8
BTM
NWL
NWL
BTM
100 YR-HWL
100 YR-HWL
75TH ST
R
E
E
T
N
E
KEADING AVENUE NE((958.9))SOGTF 959.4GF 959.15.1%
6.1%
2.2%7.6%6.4%5.2%3.9%2.6%3.0%4.4%5.6%6.9%6.9%5.8%3.6%POND 10P
100-YR HWL= 955.00
NWL = 949.00
OUT=949.00
BTM = 942.00
6.7%
5.6%
5.8%5.6%5.4%5.6%5.7%5.7%5.5%5.4%5.5%5.6%5.5%5.7%5.5%5.4%5.5%5.8%5.6%5.8%5.8%5.4%2.8%
3.9%
5.1%
6.1%
5.4%
6.1%((958.4))SOGTF 958.9GF 958.6((957.1))SOGTF 957.6GF 957.3((956.8))
SOG
TF 957.3GF 957.0
((956.8))
SOG
TF 957.3GF 957.0
((956.8))
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((956.8))
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6
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TF 957.3
GF 957.0
((956.5))
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TF 957.0
GF 956.7
((956.4))
SOG
TF 956.9
GF 956.6
((956.7))
SOG
TF 957.2
GF 956.9
((956.9))
SOG
TF 957.4
GF 957.1
((957.2))
SOG
TF 957.7
GF 957.4
((957.4))
SOG
TF 957.9
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((957.5))
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TF 958.0
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((957.4))
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TF 957.9
GF 957.6
((957.2))
SOG
TF 957.7
GF 957.4
((956.9))
SOG
TF 957.4
GF 957.1
((956.7))
SOG
TF 957.2
GF 956.9
((956.4))
SOG
TF 956.9
GF 956.6
((956.4))
SOG
TF 956.9
GF 956.6
7 5 T H STREET NE
BLOCK 1
1
2
3 4
5
6 7 8 9 10 11
12 13
14
15
16BLOCK 3B
L
O
C
K
2
BLOCK 2
1
2
3
4
5
6
7
8
9
10
111213141516
171819
2021
1
2
3
4
5
6
OUTLOT A
OUTLOT A
OUTLOT A
((957.3))SOGTF 957.8GF 957.5((957.3))SOGTF 957.8GF 957.5((957.7))SOGTF 958.2GF 957.9((958.1))SOGTF 958.6GF 958.3((958.5))SOGTF 959.0GF 958.7((958.9))SOGTF 959.4GF 959.157.5
57.0
56.6
56.4
56.453.0
53.8
54.7
55.5
56.4
57.5
55.055.355.555.856.056.356.356.155.855.655.355.255.455.755.956.156.456.656.9
57.1
57.5
55.5
55.6
56.9
57.5 55.055.255.555.856.256.356.055.755.455.455.756.657.6
55.4
958960962964966968958958
958958956956958960962956956954954956956956956954954956956
956
952
954
956
958 958958958
950
952
954
956
950
952
954
9
5
6
95
6
9
5
6
956956948
950
952
954
956
948
950
952
954
956
956956956956938
938
940
940
942
942
944
944
946
946
948
950
952
954
956
948
950
952
954
956956956
948
950
952
954
956956956
948
950
952
954
956956956
948
950
952
954
956956956
9
4
8
9
5
0
95
2
9
5
4
9
5
6956956
9489509
5
2
9
5
4
956956 9
5
6
958
950952954956958958
9549569589569589
5
6
956
956 956956956
956956956
956
956
956 956956956
956
956
956
956956956
956
956
956956956
956
956
956956
956958
958958958
956956
956
>>>>>>>>>>>>>>>>>>>>>>942
942
944
944
946
946
948
948
950
56.00
55.02
EOFEOFEOF48.250.256.4 50.048.2
48.4 48.950.250.048.846.846.548.652.050.949.946.950
.
3
48.149.351.4
51
.
9
50.0
POND 10P
100-YR HWL= 947.26
NWL = 944.50
OUT=944.50
BTM = 938.00
46.7
42.00
56.00 54.92
58.9
56.2
58.3
55.4
57.9
54.7
57.754.1 57.758.753.758.448.358.148.357.848.357.657.357.148.357.348.357.848.358.348.358.848.359.456.057.660.656.5
58.1
57.9
58.3
57.7
56.9
57.9 59.2
58.2
48.4 48.348.358.755.18
53.248.348.348.348.248.248.248.248.148.248.248.248.347.948.046.846
.846.846.748.2100 YR-HWL
100 YR-HWL
NWL
BTM
BTMNWL
10'10'10'10'10'10'ALL OF OUTLOT A IS DRAINAGE AND UTILITY EASEMENT
)))))))
)))))))
)))))))
)))))))
47.90
47.60
47.60
47.90
47.60
FLOODPLAIN
IMPACT AREA C
AREA=24,726 SF
FLOODPLAIN
IMPACT AREA A
AREA=368 SF FLOODPLAIN
IMPACT AREA B
AREA=657 SF
FLOODPLAIN MITIGATION AREA
AREA=17,159 SF
FP ELEV = 947.6FP ELEV = 947.9FP ELEV = 948.2PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
From Site to Finish
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
DEVELOPER
MUNICIPALITY
2025PRELIMI
N
A
R
Y
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Preliminary Plat & Final Plat Submittal
Preliminary Plat Submittal
ETL
ETL
02 JUN 2025
04 MAY 2026
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
License No:Date:xx/xx/2025
Eric T. Luth, PE
50475
NORTH
0 50 100
CRAIG DOLLANSKY
TEL: (612) 309-9563
EMAIL: BOYDDOLLANSKY@GMAIL.COM
OTSEGO, MINNESOTA
BDL001-003
EX-1
FLOODPLAIN MITIGATION MAP
BDL23003 FLOODPLAIN EXHIBIT.DWG
FLOODPLAIN MITIGATION MAP
MAY 4, 2026
FLOODPLAIN CALCULATIONS
LEGEND
:FLOODPLAIN MITIGATION AREA
:FLOODPLAIN IMPACT AREA
SYMBOL DESCRIPTION
TOTAL FLOODPLAIN IMPACT AREA = 25,752 SF
TOTAL FLOODPLAIN FILL VOLUME = 490 CY
TOTAL FLOODPLAIN MITIGATION VOLUME PROVIDED = 1,686 CY
FP :FLOODPLAIN BOUNDARY
FP ELEV =XXX.X :FLOODPLAIN WS ELEVATION
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
ORDINANCE NO: 2026-XX
AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A
CHANGE IN ZONING CLASSIFICATION AND ESTABLISHED A PUD, PLANNED UNIT DEVELOPMENT
DISTRICT FOR LAND INCLUDED WITHIN THE ZACHMAN MEADOWS SECOND ADDITION PLAT.
THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN:
Section 1. Subject Property. The official Zoning Map of the Otsego Zoning Ordinance is
hereby amended to change the zoning classification of the property legally as described by Exhibit A.
Section 2. Zoning District. The property is hereby rezoned from an A-1, Agricultural Rural
Service District designation to PUD, Planned Unit Development District subject to the terms and conditions
set forth herein.
Section 3. Allowed Uses. The allowed uses within the PUD District shall include the all
permitted uses, permitted accessory uses, conditional uses, interim uses and uses allowed by
administrative permit within the R-6 Medium Density Residential District shall be allowed upon the lots
within Block 1 through 3 of the preliminary plat, subject to approval of a PUD Development Stage Plan in
accordance with Chapter 36 of the Zoning Ordinance.
Section 4. Lot Requirements. Lots within the PUD District shall be subject to the minimum
lot area, lot width, and setback, and building coverage or impervious surface requirements applicable to
the base zoning districts established by Section 3 of this Ordinance except as may be modified by approval
of a PUD Development Stage Plan, and the following:
A. Minimum Setback Requirements:
Kadler
Avenue
Local
ROW
Side Rear
30ft. 25ft. Interior 7ft.
Corner 15ft.
Block 2: 15ft.
Other: 20ft.
Section 5. Construction Standards. The construction of structures within the PUD District
shall conform to minimum requirements set forth by Chapter 17 of the Zoning Ordinance for the base
zoning districts established by Section 3 of this Ordinance, except as may be modified by approval of a
PUD Development Stage Plan.
Section 6. Amendments. Modification of the allowed uses, performance standards, and lot
requirements established by this PUD District or the inclusion of additional lands within this PUD District
shall be processed in accordance with Chapter 3 of the Zoning Ordinance.
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Section 7. Zoning Map. The Zoning Map of the City of Otsego shall not be republished to
show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on
file at City Hall for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and
all of the notations, references and other information shown thereon are hereby incorporated by
reference and made part of this Ordinance.
Section 8. Effective Date. This Ordinance shall become effective immediately upon its
passage and publication according to Law.
(Remainer of this page intentionally blank)
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ADOPTED by the Otsego City Council this _____ day of _______, 2026.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk