4.4. PCSR 05-23-2023Request for Action
To Item Number
Planning Commission 4.4
Agenda Section Meeting Date Prepared by
Public Hearings May 23, 2023 Zack Carlton, Community Development Director
Item Description Reviewed by
US Home LLC & Rick Foster – Property IDs 75-Chris Leeseberg, Senior Planner
136-1300, 2400, 3100, 3200, 4200, & 4300
Reviewed by
Zone Change from R1d (Single-Family) to
PUD (Planned Unit Development), Case No.
ZC 23-05
Conditional Use Permit Establishing a PUD for
Bradford Park Subdivision, Case No. CU 23-10.
Preliminary Plat of the Bradford Park
subdivision, Case No. P 21-08
Action Requested
Recommend, by motion, approval of a Zone Change that
rezones the subject property from R-1d to Planned Unit
Development (PUD), subject to the condition that Council
approves a PUD agreement outlining the standards of the
subdivision.
Recommend, by motion, approval of the Conditional Use Permit
establishing a residential Planned Unit Development (PUD),
with the following conditions:
1. A PUD Agreement shall be developed and signed by
both parties prior to releasing a final plat for recording.
2. Streets and access must comply with MN State Fire Code
Chapter 5 and Appendix D.
3. Staff approval of all site, utility, engineering, and
landscaping plans.
4. Submit a phasing plan outlining the anticipated
subdivision additions.
5. Hydrants must be spaced to ensure all portions of a
residence are within 250 feet of a hydrant.
6. All watermains shall be looped. Dead-end watermains are
not permitted.
7. The water main beneath Ivanhoe Parkway shall be
continuous along the entire street to the connection
beneath CR 40.
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional
service, and community engagement that encourages and inspires prosperity
8. The water main beneath Ivanhoe Parkway should be increased from an 8” line to a 12”, matching
the existing pipe size in Miske Meadows.
9. The existing lift station must remain energized throughout the entire construction process.
10. State and local approval of all wetland permits related to the proposed wetland fill.
11. An internal monotony code for home facades shall be developed and memorialized in the PUD
agreement.
12. Construct trails and trail connections as recommended by the Park and Recreation Commission.
13. Mailboxes shall be clustered.
14. The front yard setback of 25 feet shall apply to both streets for all corner lots.
15. Driveways shall be limited to 18 feet wide at the property line.
16. All buildable lots shall include a drainage and utility easement for areas within the 45-foot wetland
setback or within 45 feet of the OHW for stormwater ponds.
17. Grading for trails along the pond shall be designed to minimize impacts to existing grades and
vegetation.
18. Grading for the trail north of Ivanhoe shall be updated to create a stable platform/bench for the
trail. Slopes leading to and from the trail must be reduced to minimize erosion.
19. Landscape plans shall identify an overstory tree in the front yard of every parcel and no more than
four of the same tree species shall be on adjacent lots.
20. Add a trail/sidewalk to the southside of Ivanhoe Parkway as it crosses the pond.
21. Complete the trail loop around the central pond as part of this approval of the Bradford Park
development.
22. Complete the trail connection from the park trail to the sidewalk near lots 45 and 46.
23. Create a trail connection from the sidewalk near lot 194, between basins J and K, to the trail along
the pond. This provides maintenance and pedestrian access.
24. Establish a trail connection through outlot C.
25. The street terminating near lots 38 and 39, shall end in a full cul-de-sac.
26. A sign noting “future through street” shall be posted at all temporary dead-end streets.
Recommend, by motion, approval of the Preliminary Plat of Bradford Park subject to the following
conditions:
1. Council approval of the Conditional Use Permit (CU 23-10) and Zone Change (ZC 23-05)
supporting the plat.
2. The PUD agreement for Bradford Park must be recorded.
Background/Discussion
The applicant, US Home LLC, (Lennar) has submitted a proposal for a new residential subdivision to be
named Bradford Park. The project area includes 250 acres of land immediately south of the Miske
Meadows Subdivision, east of Trott Brook Farms, and west of Cleveland Ave (County Road 40). The
applicant introduced the project in 2022 through the concept review process. The current application
responds to many of the comments made during those meetings.
The proposal seeks approval of 314 single-family parcels ranging between 55 and 65 feet wide. The
current development area is generally located north and west of the centrally located pond. The area
south and east of the pond is not included in the current request for review and approval. However, the
plans include a concept of what the area may look like under a future application. This concept plat
shows a denser development style than the current request.
Comprehensive Plan
The Comprehensive Plan guides the project area for Mixed-Residential Neighborhood Uses. This
designation consists of neighborhoods with multiple housing types, including detached single-family,
townhomes, villas (patio homes) etc. The current proposal consists of two different detached single-
family lot sizes, and the ghost plats along with the previously reviewed concept proposal includes
attached townhome products, increasing the diversity of home styles in the subdivision. With the
additional lot styles, the project generally complies with the Comprehensive Plan guidance.
Streets and Trails
The subdivision includes three connections to the Miske Meadows subdivision along the northern
property line. These connections will create a seamless transition between the subdivisions, improving
access and mobility for future residents of both projects. The street connections meet Twin Lakes
Parkway which connects east-west between Cleveland Ave to the east and Twin Lakes Road to the west.
The current application proposes to make the connection to Cleveland Ave, along with left and right turn
lanes as required by Sherburne County. Finally, there is a planned roadway stub in the southwest corner
that will connect to an existing stub in Trott Brook Farms.
As the proposed streets comply with city standards, parking will be permitted on both sides of the street.
The applicant has submitted a parking analysis demonstrating sufficient on-street parking, beyond what is
provided on the driveways.
All proposed city streets include a sidewalk along at least one side of the street, with Ivanhoe Parkway
having a sidewalk on both sides of the street, carrying the standard from Miske Meadows to the north. In
addition to the sidewalks, there is a network of trails throughout the development. Trails include a
connection to an existing trail in the southwest corner, completing a current dead-end trail in the Trott
Brook Farms subdivision. Additional mid-block trail connections are recommended to improve
pedestrian mobility between blocks. Finally, the main trail feature is the trail that will circle the pond in
the center of the project. This trail includes connections to city sidewalks and the planned city park.
Parcel Design and Layout
The proposed lot widths of 55 feet and 65 feet are both below the city standard of an 80-foot-wide
single-family lot, leading to the applicant requesting a PUD to facilitate review and approval. The city has
approved a number of projects with 65-foot lots, Miske Meadows and Twin Lakes Estates as nearby
examples, but we do not have a subdivision with single-family lots at 55-feet wide.
Concerns with smaller lots noted during the concept review include parking and distance between
structures. The parking analysis provided by the applicant shows ample on street parking, but staff
recommends limiting driveway widths at the property line to 18-feet to maximize on street parking.
Proposed setbacks are as follows:
Front Yard 25 feet (30 feet is the R-1c standard)
Corner lots reduced to 20 feet on non-address street (standard maintains front yard
setback along both city streets)
Side Yard 7.5 feet (5 and 10 feet are standard)
Rear Yard 20 feet (20 feet is the standard)
These setbacks are generally consistent with similar projects, but staff recommends keeping the corner lot
setback consistent with the front yard setback. The change to the side yard setback maintains the same
15-foot minimum setback that existing single-family districts currently require.
To avoid multiple similar homes being constructed near one another, staff recommends requiring a
change to the façade and color frequently throughout the development. The applicant has described this
as an internal monotony code and will be developed in partnership with the developer and memorialized
in the PUD agreement.
Engineering and Utilities
The engineering plans continue to be reviewed for consistency with city standards, and for concerns
related to future public ownership of public improvements. Grading concerns will be discussed with the
developer, grading for the trail in outlot E for example, and staff approval of all grading and development
plans is included as a condition of approval.
The subdivision is located within the urban service area and all parcels will be served by city sewer and
water. In addition to sewer and water, stormwater infrastructure includes a network of stormwater basins
and pipes to ensure the project complies with state and local requirements. Upon acceptance of the public
improvements, staff will also require the outlots with completed stormwater features be deeded to the
city.
Landscaping
The provided landscape plan includes a variety of overstory, evergreen and ornamental trees planted
throughout the development. Ordinance requires two trees per residential lot, one of which must be an
overstory (shade) tree. The shade tree is required to be in the front yard, and plans will need to be
updated to reflect this requirement. Additionally, staff recommend improving the variation of the trees
planted along the city street to minimize future disease/insect concerns. Plans should show that no more
than 4 of the same species will be planted along abutting lots or across the street. Similar to the internal
monotony code applied to home designs and facades.
Applicable Regulations
Zone Change
In reviewing a proposed amendment, consideration shall be given to existing conditions within the area directly and indirectly
affected by the proposal, the conservation of property values, the use to which the property affected is being devoted at the time,
and relevant provisions, if any, in the land use plan.
The land use plan guides the property for mixed-residential neighborhoods, supporting the proposed use.
The zone change allows the applicant to develop at a higher density than what the current zoning
ordinance permits. The subdivisions to the north and west were developed under a PUD, specifically
permitting smaller lot sizes. As the proposal complies with the Comprehensive Plan and is consistent
with nearby properties, the zone change to PUD is recommended for approval.
Conditional Use Permit/PUD
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the
public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
The current project is similar in layout and design as the residential developments to the north and
west of the project area. The project area is bordered on the east by County Road 40, with large lot
residential across the street. Finally, the south side of the project abuts a large wetland complex with
the Spectrum athletic complex beyond that.
The subdivision will not endanger or detrimentally affect the use and enjoyment of other properties in
the immediate vicinity as the project continues a similar development pattern as what has been
established for this area.
2. Will be consistent with the Comprehensive Plan.
The property is guided for mixed-residential use where residential uses are permitted. The proposed
use is consistent with the comprehensive plan.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
There are two developable parcels that abut the project area. The developer has provided ghost plats
demonstrating how the parcels can be developed and adequate connections, both street and utility, to
those parcels are provided with this subdivision.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and
fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create
traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
As part of the pre-development review the applicant completed a mandatory environmental review
(EAW) which did not identify any significant impacts to essential public facilities. The EAW included
a traffic analysis and while traffic on the surrounding network will increase as a result of this project,
the existing network is not adversely affected. The improvements completed by Sherburne County
along CSAH 12 and Twin Lakes Road have improved safety and mobility to support the growth in the
area.
There is a new fire station one-half mile north of the development and all sewer and water
infrastructure will meet city standards subject to the proposed conditions.
The project also includes a 5.5 acre park that will be dedicated to the city for future park needs in the
area and the trails outlined above along with the additional trails recommended in the conditions of
approval will create a robust addition to the city’s park and trail system.
5. Will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to
any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
The traffic and parking analysis show that the project will not push public infrastructure beyond
design capacities. Construction of the project will create noise, dust, and vibrations, but nothing that
should be considered detrimental to any persons or property.
6. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance.
The project proposes to fill a handful of existing wetlands. The impacts have been reviewed by state
and local agencies prior to submitting the application, and final approval of the plat and CUP will be
subject to compliance with all wetland impact standards.
Additionally, included conditions regarding grading for trail features around the pond are intended to
preserve natural and scenic features where feasible. Staff will work closely with the developer when
those phases are ready for construction.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the
issuance of a license or permit to establish and operate the proposed use in the city.
The conditions included in the recommendation for approval ensure the subdivision will fully comply
with all requirements of this code.
Additionally, Sec 30-1564 describes the standards for establishment of a PUD district.
1. Land will be zoned into the PUD zoning district only upon approval of a concept plan for the PUD, pursuant to
the procedure set forth in this section. A PUD will be authorized on land in a PUD zoning district only upon
issuance of a conditional use permit, pursuant to the procedure set forth in this section.
A Conditional Use Permit will be issued in accordance with the above standards.
2. The uses allowed in a PUD shall be limited to land uses consistent with the city's comprehensive plan and land use
map, and to those uses identified in the concept plan for the PUD zoning district and the conditional use permit for
the PUD.
The Comprehensive Plan and land use map guide this area for mixed-residential uses, which
includes recommendations for deviations from the current minimum lot sizes to improve housing
diversity in new developments.
3. The area of land to be included in a PUD shall be in uniform control of the applicant.
The applicant will be in control of all parcels prior to recording the CUP and plat.
4. A PUD shall be designed to form a desirable unified environment within its proposed boundaries, including
uniform design elements, landscaping, lighting and signage.
The PUD is designed as one project with uniform design elements throughout the project area.
Future plans are shown, conceptually, on the overall site plans and have been considered as part
of this review.
5. A PUD shall not cause undesirable impacts on adjacent lands and land uses. In particular, uses on the PUD
perimeter shall be compatible with adjacent uses outside the PUD.
Nearby land uses include single-family residential neighborhoods developed with similar
standards to the proposed project. All parcels are consistent with the Comprehensive Plan. The
PUD will not cause undesirable impacts on adjacent lands and land uses.
6. A PUD shall be served by adequate transportation, water, sanitary sewer and drainage systems.
The project area will be served by public services and will not adversely impact transportation
networks within the area.
7. A PUD shall not adversely affect existing or proposed parks, schools, streets or other public facilities.
Existing public facilities are not impacted by the proposed project and additional park facilities
are included in the project.
8. The council may establish varied and reasonable lot area, frontage, side yard, and setback requirements for a PUD
and may authorize a density which it determines to be appropriate under the circumstances. Any permitted density
shall be consistent with the city's comprehensive plan and not adversely affect the public health, safety and welfare.
The proposal is consistent with densities described in the comprehensive plan, setbacks from
public rights-of-way, and design standards for similar developments within city code.
9. More than one principal building may be constructed on a lot within a PUD if authorized by the council. Unless
otherwise permitted by the council, a PUD shall comply with the schedules of dimensional regulations set forth in
this article, except that individual lots shall have no less than 80 percent of the minimum area for similar uses.
The project does not conflict with standards described in city code.
Preliminary Plat
City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat.
1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all
respects with all requirements of this Code, including the zoning regulations and this article.
The proposed subdivision requires approval of a rezoning application to PUD along with a CUP
that establishes the PUD. These changes will allow the development to deviate from strict
interpretation of specific standards outlined in the ordinance. The deviations reviewed for this
project generally relate to lot sizes and setbacks.
Provided the zoning is amended to PUD, and recommended conditions are included, the proposed
subdivision is consistent with all zoning regulations.
2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans,
including, but not limited to, the city's comprehensive development plan.
The subdivision is consistent with all applicable plans.
3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to
erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and
uses contemplated.
The physical characteristics of the site support the proposed use. The wetland impacts will be
reviewed by the city and state through the established review process. Stormwater features,
including a network of pipes and basins, will ensure water leaving the site, and flowing on to
adjacent properties, is generally consistent with present day metrics.
4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion
control and all other services, facilities and improvements otherwise required in this article.
The subdivision includes public utilities and stormwater infrastructure that meets city requirements.
Additional permits required to comply with erosion control standards are a required and must be
secured prior to building permit issuance.
5. The proposed subdivision will not cause substantial environmental damage.
The wetland impacts have been and continue to be under review. Approval of those impacts is
included as a condition of approval. The development is also required to comply with setback
standards outlined in the ordinance as they relate to wetlands and stormwater ponds.
6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a
court.
There are no conflicts with easements of record.
7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring
land.
The proposed subdivision will not impact reasonable development of neighboring land.
8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists:
a. Lack of adequate stormwater drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary sewer systems.
d. Lack of adequate off-site public improvements or support systems.
The subdivision is not premature as the above conditions have been provided for.
In reviewing the standards for approval of a Zone Change, Conditional Use Permit, Planned Unit
Development, and Preliminary Plat, the proposed project meets the standards, and is recommended for
approval with the outlined conditions.
Financial Impact
None
Mission/Policy/Goal
Supports the growth and development of the residential and business communities
Council Meeting
If acted on, this item will go to the June 20, 2023, City Council meeting.
Attachments
Location Map
Applicant’s Narrative
Site Plans and Preliminary Plat
Ghost Plats
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 1 TITLE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 1 TITLE (PPLAT).DWGBRADFORD PARK DEVELOPMENT
ELK RIVER, MINNESOTA
PROJECT INDEX:
OWNER:
LENNAR HOMES
16305 36TH AVENUE NORTH
PLYMOUTH, MN 554466
PROJECT
ADDRESS / LOCATION:
S36 T33N R26W
SHERBURNE COUNRY
ELK RIVER, MINNESOTA
PROJECT MANAGER: WHITNEY BEHNY
EMAIL: WHITNEY.BEHNY@ISGINC.COM
LENNAR HOMES
ISG PROJECT # 22-26553
PROJECT LOCATION
B.M. ELEVATION=950.10
TNFH SW QUADRANT AT THE
INTERSECTION OF TWIN LAKES PKWY
AND 188TH AVE NW
MANAGING OFFICE:
6.ALL MANUFACTURED ARTICLES, MATERIALS AND
EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED,
ERECTED, CLEANED AND CONDITIONED ACCORDING TO
MANUFACTURERS' INSTRUCTIONS. IN CASE OF
DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS
AND THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE
WORK.
7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY
ISOLATED FROM EACH OTHER TO AVOID GALVANIC
CORROSION.
8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES
SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION
ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF
THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY
OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY
THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE
UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR
VARIATIONS FROM PLAN.
9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE
ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS
DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION
(1-800-252-1166).
1.ALL WORK SHALL CONFORM TO THE CONTRACT
DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE
OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL
(WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS
AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND
ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED
BY THE ARCHITECT/ENGINEER.
2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL
SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN
COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT
AND COMPLETE COORDINATION OF ALL WORK.
3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
4.FIELD VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF
THE PROFILES AND TYPE OF DETAILING REQUIRED
THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR
IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC
DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE
DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE
PROCEEDING WITH THE WORK.
SPECIFICATIONS REFERENCE
ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF ELK
RIVER REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS
FOR CONSTRUCTION, 2020 EDITION, AND THE STANDARD
SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND
WATERMAIN AS PROPOSED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA 2018, UNLESS DIRECTED
OTHERWISE.
PROJECT DATUM
HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE
NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT
(NAD83(1996)) ON THE SHERBURNE COUNTY COORDINATE
SYSTEM, IN U.S. SURVEY FEET.
ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL
AND VERTICAL COORDINATES FOR THIS PROJECT.
TOPOGRAPHIC SURVEY
THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS
OF DATA COLLECTED IN MARCH 2022 BY ISG.
PROJECT GENERAL NOTES
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINE
QUARTER SECTION LINE
RIGHT OF WAY LINE
PROPERTY / LOTLINE
EASEMENT LINE
CULVERT
WATER EDGEW
WET WETLAND BOUNDARY
WETLAND / MARSH
WATER
FENCE LINEXXXX
UT
STORM SEWER
SANITARY SEWER>
SANITARY SEWER FORCEMAIN<IICONTOUR (MAJOR)
I
UNDERGROUND TELEPHONE
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
FBO UNDERGROUND FIBER OPTIC
CONTOUR (MINOR)
DECIDUOUS TREE
CONIFEROUS TREE
TREE LINE
MANHOLE/STRUCTURE
CATCH BASIN
HYDRANT
CURB STOP
VALVE
UTILITY PEDESTAL / CABINET
POWER POLE
990
989
PROPOSED
CULVERT
STORM SEWER
SANITARY SEWER>
WATERII
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
CONTOUR
MANHOLE (STORM, SANITARY)
CATCH BASIN
HYDRANT
VALVE
EASEMENT
RIGHT OF WAY
>>
>>
>>
>>
STORM SEWER (PIPE WIDTH)
1015
LOT LINE
SANITARY SEWER (PIPE WIDTH)
OVERHEAD UTILITYOHL
UNDERGROUND UTILITY UTL
0
SCALE IN FEET
2000 4000
ABBREVIATIONS:
LOCATION MAP
N
S
W E
58OF
-
2022-10-28
22-26553
1 TITLE SHEET
300 26553 1
1
PRELIMINARY PLAT
ELK RIVER MINNESOTA
7900 INTERNATIONAL DRIVE
SUITE 550
MINNEAPOLIS, MN 55425
PHONE: 952.426.0699
BLOOMINGTON OFFICE
TITLE SHEET
TTK
TTK
WB
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AGG AGGREGATE
APPROXAPPROXIMATE
ARCH ARCHITECT, ARCHITECTURAL
BFE BASEMENT FLOOR ELEVATION
BIT BITUMINOUS
CAD COMPUTER-AIDED DESIGN
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
CF CUBIC FOOT
CI CAST IRON
CIP CAST IRON PIPE
CIPC CAST IN PLACE CONCRETE
CJ CONTROL JOINT
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CY CUBIC YARD
C&G CURB AND GUTTER
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DS DOWNSPOUT
EA EACH
ELEC ELECTRICAL
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
EQ EQUAL
EX EXISTING
F/L FLOW LINE
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FFE FINISHED FLOOR ELEVATION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FOOT, FEET
FTG FOOTING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFE GARAGE FLOOR ELEVATION
GL GUTTER LINE
GPM GALLONS PER MINUTE
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HD HEAVY DUTY
HH HANDHOLE
HORIZ HORIZONTAL
HR HOUR
HWL HIGH WATER LEVEL
HWY HIGHWAY
HYD HYDRANT
I INVERT
ID INSIDE DIAMETER
IN INCH
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
J-BOX JUNCTION BOX
JT JOINT
LF LINEAR FEET
LFE LOWEST FLOOR ELEVATION
LIN LINEAR
LPS LOW PRESSURE STEAM
LS LUMP SUM
LSO LOWEST STRUCTURAL OPENING
MAX MAXIMUM
MB MAIL BOX
MECH MECHANICAL
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
NO NUMBER
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OC ON CENTER
OCEW ON CENTER EACH WAY
OH OVERHEAD
OHD OVERHEAD DOOR
OZ OUNCE
PED PEDESTAL, PEDESTRIAN
PERF PERFORATED
PL PROPERTY LINE
PP POLYPROPYLENE
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
QTY QUANTITY
RAD RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REBAR REINFORCING BAR
REM REMOVE
ROW RIGHT OF WAY
R/W RIGHT OF WAY
SAN SANITARY
SCH SCHEDULE
SF SQUARE FOOT
SPEC SPECIFICATION
SQ SQUARE
STA STATION
SY SQUARE YARD
T/C TOP OF CURB
TEL TELEPHONE
TEMP TEMPORARY
THRU THROUGH
TNFH TOP NUT OF FIRE HYDRANT
TRANS TRANSFORMER
TV TELEVISION
T/W TOP OF WALL
TYP TYPICAL
UT UTILITY, UNDERGROUND
TELEPHONE
VCP VITRIFIED CLAY PIPE
W/O WITHOUT
W/WITH
YD YARD
YR YEAR
181ST AVE NW CLEVELAND RD NW (COUNTY 40)TWIN LAKES RD NWSTATE HWY 169STATE HWY
10MISSISSIPPI RIVERCITY OF
ELK RIVER
BAUGH ST NW (COUNTY 22)SHEET INDEX
1 TITLE SHEET
2 OVERALL SITE PLAN
3-6 SITE DETAILS
6-12 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
13 SWPPP DETAILS
14-20 EXISTING SITE & REMOVALS PLAN
23 OVERALL PRELIMINARY PLAT
24-31 PRELIMINARY PLAT
32-37 SITE PLAN
38-43 UTILITY PLAN
44-49 GRADING PLAN
50-56 PLANTING PLAN
57 PLANTING SCHEDULES & DETAILS
58 PLANTING SCHEDULES
OUTLOT A
OUTLOT J
OUTLOT H
OUTLOT F
OUTLOT B
OUTLOT D
OUTLOT C
OUTLOT E
OUTLOT G
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IITROTT BROOKTROTT BROOKTROTT BROOKTRO
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>>>>>>>>>>>>>>>>II>BASIN A
BASIN B
BASIN C
BASIN F
BASIN D
BASIN E
BASIN G
BASIN H
BASIN I
BASIN J
BASIN K
BASIN L
BASIN O
BASIN N
BASIN M
BASIN P
BASIN Q
BASIN R
BASIN X
BASIN W
BASIN S
BASIN T
BASIN U
BASIN V
ROAD C
ROA
D
GROAD AROAD B188TH
AVE
NW
ROAD E
IVA
N
H
O
E
P
K
W
Y
ROAD
H
ROAD L
ROAD M ROAD NROAD OROAD PROAD Q
ROAD R
ROAD S
ROAD T
ROAD U
ROA
D
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ROA
D JROAD KROAD D
ROAD F
314
311
312 313
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300291
307
299
290274
288
276278277 275279280281282283284285286287
289
264
254
253 252 246
249
248 247
241245244243242 238240239 237
273272271270269268267266265259263262261260
256 258257255
251 250
193
192
191
189
188
186
184183182181
211209
201200
198
197
196
194
180
185
187
190
199
195
202 203 204
207
210
208
205 206
221
218219
212
220
213214215216217
228
222
226
223
224
227 232229230231
236
233 234 235
225
140
134
141
135
142
136
143
137
144
138
139
145
150
149
148
147146
132 131
154 153 152
160 161 162
163
165
129
172
179
171
178
170
177
176
169
175 174
173
130
133
168
167
166
155 151
156 157 158 159
164
121
104
123
128
105
127
122
126
106
125
120
108
124
109
117116115114
113
119
112 111 110
118
107
93 9492
100103102101 9798 96
90 9189 95
99
32
33
34
35
36
37
38
68
66
65
64
63
62
67
69 70 71 72
75
73 74
51
52
49
48
47
77
76
45
43
40
41
42
44
46
50
53
8159
78
61 79
60 80
82
57
58
83
39
84
88
56
55
54 858687
18
17
20
21
25
16
19
23
24
26
27
28
30
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
29
22
31
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 2 OVERALL (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 2 OVERALL (PPLAT).DWG 58OF
2
-
2022-10-28
22-26553
2 OVERALL SITE PLAN
300 26553 2
ELK RIVER MINNESOTA
OVERALL SITE
PLAN
0
SCALE IN FEET
200 400
TTK
TTK
WB
DEVELOPMENT REGULATIONS (PUD)
SINGLE FAMILY LOTS
FRONT SETBACK 25'-0"
SIDE SETBACK 7'-6"
REAR SETBACK 20'-0"
CORNER SETBACK 20'-0"
SITE DATA
ZONING:PUD-PLANNED UNIT DEVELOPMENT
2040 LAND USE:LOW DENSITY RESIDENTIAL
GROSS AREA:11,008,851 SQ. FT / 252.73 AC
GROSS SITE
DENSITY:539 / 252.73 = 2.13 DUA
WETLAND AREA:2,297,122 SQ. FT / 52.73 AC.
WETLAND IMPACTS:117,946 SQ. FT / 2.71 AC
NET WETLAND
AREA:2,179,176 SQ. FT / 50.03 AC
*NET AREA:8,711,729 SQ. FT / 200.00 AC.
NET SITE DENSITY:535 / 200.00 = 2.68 DUA
PROPOSED ROW:1,131,239 SQ. FT / 25.97 AC.
ROAD EASEMENT:121,635 SQ. FT / 2.79 AC.
OUTLOT AREA:5,845,482 SQ. FT / 134.19 AC.
**LOTS AREA:3,910,495 SQ. FT / 89.77 AC.
IMPERVIOUS %23.6% COVERAGE
TRAILS:9,639 LF
*NET AREA = GROSS AREA - WETLAND AREA
**LOTS AREA = GROSS AREA - PROPOSED ROW - ROAD EASEMENT
- OUTLOT AREA
SITE SUMMARY
LOT TYPES UNIT COUNT TYPICAL
LOT WIDTH
TYPICAL
LOT DEPTH
TYPICAL LOT
AREA
MIN. 55' SINGLE FAMILY LOTS 112 55'130'7,150 SF
MIN. 65' SINGLE FAMILY LOTS 202 65'130'8,450 SF
TOTAL UNITS 314
AREA NOT PART OF
PRELIMINARY PLAT
AREA NOT PART OF
PRELIMINARY PLAT
AREA NOT PART OF
PRELIMINARY PLAT
NOTE: DENSITY IN THE CALCULATIONS ABOVE IS INCLUDING THE ENTIRE
SITE INCLUDING THE GHOST PLAT AREAS.
GHOST PLAT SUMMARY
LOT TYPES UNIT COUNT TYPICAL
LOT WIDTH
TYPICAL
LOT DEPTH
TYPICAL LOT
AREA
MIN. 45' SINGLE FAMILY LOTS 40 45'130'5,850 SF
MIN. 55' SINGLE FAMILY LOTS 61 55'130'7,150 SF
CMA TOWNHOME LOTS 48 32'46.33'1,482.5 SF
LIBERTY TOWNHOME LOTS 72 25'70'1,750 SF
TOTAL UNITS 221
PLANNED
PHASE 1
LIMITS
TYPICAL STREET SECTION - SIDEWALK RIGHT
NTS
6
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE 6' SIDEWALK 1'
INSITU SOILS, TYP.
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
4" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
4" SUBDRAIN (SEE DETAIL)
TYPICAL STREET SECTION - SIDEWALK LEFT
NTS
1'
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE6' SIDEWALK 6'
INSITU SOILS, TYP.
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
4" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
4" SUBDRAIN (SEE DETAIL)
IVANHOE STREET NW TYPICAL SECTION
NTS
6'
34'
17' DRIVE LANE
13'13'
60' RIGHT OF WAYR/W R/W
℄17' DRIVE LANE 6' SIDEWALK 1'
INSITU SOILS, TYP.
1.5% (2% MAX)
BITUMINOUS PAVEMENT (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
4" SUBDRAIN (SEE DETAIL)
CONCRETE SIDEWALK (SEE DETAIL)
SURMOUNTABLE D428 CURB & GUTTER (SEE DETAIL)
2.0% TYP.2.0% TYP.
4" SUBDRAIN (SEE DETAIL)
6'6' SIDEWALK1'
1.5% (2% MAX)
CONCRETE SIDEWALK (SEE DETAIL)
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 3 DETAILS (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 3 DETAILS (PPLAT).DWG 58OF
3
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2022-10-28
22-26553
3 SITE DETAILS
300 26553 3
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
WB
1 1/2"8"2 1/2"COMPACTED SUBGRADE
AGGREGATE BASE
BITUMINOUS NON-WEAR COURSE
MnDOT SPEC 2360,
BITUMINOUS WEAR COURSE
MnDOT SPEC 2360,
BITUMINOUS PAVEMENT
NTS18"GRANULAR SUBBASE
GEOTEXTILE FABRIC
MnDOT CLASS 5
TYPE SPNWB230C
TYPE SPWEA240C
ST117
MIRAFI 500X
MNDOT 3149.2 B
CONCRETE SLAB (MIN 4000 PSI)
AGGREGATE BASE
5"6"COMPACTED SUBGRADE
CONCRETE SIDEWALK
NTS
MnDOT CLASS 5
ST165 2 1/2"6"COMPACTED SUBGRADE
AGGREGATE BASE
BITUMINOUS COURSE
MnDOT SPEC 2360,
A
A
SLOPE VARIES
SLOPE V
A
R
I
E
S
SEE PLAN
SECTION A-A
TYPICAL TRAIL SECTION
NTS ST950
MnDOT CLASS 5
TYPE SPWEA240C
1.5%
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 3 DETAILS (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 3 DETAILS (PPLAT).DWG 58OF
4
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2022-10-28
22-26553
4 SITE DETAILS
300 26553 4
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
WB
30'25' FRONT SETBACK
25' LEVEL PAD 35' SLOPED PAD
10'
15'10'
60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)3'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN
6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)LOWEST FLOOR ELEVATION (LFE)
SINGLE FAMILY FULL BASEMENT (FB)
3.0' HOLD DOWN
NTS
FINISHED PAD GRADING
30'25' FRONT SETBACK
25' LEVEL PAD 35' SLOPED PAD
10'
15'10'
60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)
SINGLE FAMILY LOOKOUT (LO)
2.5' HOLD DOWN
NTS
2:1
M
A
X
FINISHED PAD GRADING
LOWEST FLOOR ELEVATION (LFE)
30'25' FRONT SETBACK
25' LEVEL PAD 35' SLOPED PAD
10'
15'10'
60' PAD DEPTH
STREET SECTION (SEE DETAIL)
℄R/W
DRIVEWAY SLOPE (VARIES)
GARAGE FLOOR ELEVATION (GFE)2.5'HOLD DOWN GRADING
5.0%
REAR GRADE ELEVATION (RGE)
2.0% MIN
6" OF TOPSOIL
TOP OF FOUNDATION ELEVATION (TOF)
SINGLE FAMILY WALKOUT (WO)
2.5' HOLD DOWN
NTS
2:1
M
A
X
LOWEST FLOOR ELEVATION (LFE)
FINISHED PAD GRADING
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
NOTE: THIS DETAIL IS TO SHOW LOT HOLD DOWN CONSTRUCTION.
SEE INDIVIDUAL HOUSE PLANS FOR MORE DETAILED
MEASUREMENTS.
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 3 DETAILS (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 3 DETAILS (PPLAT).DWG 58OF
5
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2022-10-28
22-26553
5 SITE DETAILS
300 26553 5
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
WB
MIN. 55' LOT WIDTH AT FRONT SETBACK
7.5' SIDE SETBACK
7.5' SIDE SETBACK
(20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK40'55'UTILITY EASEMENT
BUILDING PAD 130'LOT AREA: 7,150 SF
LOT LINE, TYP
℄ STREET
MIN. 60' LOT WIDTH AT FRONT SETBACK
7.5' SIDE SETBACK
7.5' SIDE SETBACK
(20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK45'60'UTILITY EASEMENT
BUILDING SETBACK
BUILDING PAD
FUTURE DRIVEWAY.
FINAL LOCATION AND
SHAPE DEPENDANT ON
FLOOR PLAN CHOSEN.130'LOT AREA: 7,800 SF
LOT LINE, TYP
RIGHT OF WAY, TYP
℄ STREET
SIDEWALK, IF ON SAME
SIDE OF STREET
55' SINGLE FAMILY
TYPICAL LOT LAYOUT
60' SINGLE FAMILY
TYPICAL LOT LAYOUT
FUTURE DRIVEWAY.
FINAL LOCATION AND
SHAPE DEPENDANT ON
FLOOR PLAN CHOSEN.
RIGHT OF WAY, TYP
SIDEWALK, IF ON SAME
SIDE OF STREET
POTENTIAL REAR DECK
BUILDING SETBACK
POTENTIAL REAR DECK
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 3 DETAILS (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 3 DETAILS (PPLAT).DWG 58OF
6
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22-26553
6 SITE DETAILS
300 26553 6
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
WB
ROAD C
ROAD AROAD BBASIN C
100 YR HWL = 910.41
BASIN G
100 YR HWL = 917.42
BASIN E
100 YR HWL = 907.00
BASIN F
100 YR HWL = 906.50
BASIN D
100 YR HWL = 916.12
BASIN H
100 YR HWL = 914.50
100 YR HWL
113
119
112 111 110
118
92
100
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
OUTLOT B
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
OUTLOT D
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
ROAD D
ROAD FEMD&U EasementPer Doc. No. 618644R/W Easement
Per Doc. No. 618646
WETWETWETWET
WETWE
T
WET
W
E
T
WETWETWE
T
WETWETWETW
W W
WWWWWW
WWWWWWWWWWWWWWWWWW WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W >>>>>>>>>>>>TROTT BROOKTWIN LAKES PKWY
9109109
1
0910 910920920920920920 920920 9309049
0
4
9
0
4904 90490490490490690690
8908908 908 9089
1
2 9129129
1
4914914 914914914914914914914914914914 91491491491491691691
6
9
1
6916916916 9
1
69169
1
6916916 91
69189189189189
1
8 922924926928932934936938938938938
9
1
0 920920920930930902902904904904 904904906906 9
0
6906906 9089089089129
1
2912912912 9129129149149149149149169
1
6916 9
1
6 9169189
1
8 9189
1
8 91892292292
2
922922 9229229249249
2
492692692
6928928 928928932932
9109109109109109209209209
2
0
9209309309029029049049049069089129129
1
2914914 9
1
49169
1
6 916916 91
69189189189189189229229
2
2 9229229229249249249249249249269269269269
2
8928928 9289289289329329
1
0
9
1
0910 9
1
0910910 9109109109109109209209209209
2
0 9209309
3
09029029049049069069
0
8908 90
89089089089089
0
8 9089129129129149149169
1
69189189229229229229229229249249249249
2
4 9249269269269269289289289
2
89329
3
29349
3
4936936
91
0910 9109109
10 910910910910 9109
1
0
9
1
091091092092092092093093090290290
2902904 90490490490690690690890
8 908908908 9089129
1
2912 9
1
2
9
1
2 9129149149149149169169169169
1
8 9189189189229229229229229229249249249249269269269269289289
3
2 932910
910
910
902902902
90
2
902
90290290
2
9
0
2
902902902
902
902
902
902
904
9
0
4
90490
4904904
9049049
0
4
904
904
906
906
906906906
908
908
908
910
904904
904
9
0
4904904904904
906906
906906906906
906
906906906
906906906906
908908908908
908
912
91
0
9
2
0
92
0
920
92090
6
908
912
914
914916916916916916916916
91
691891891891891891891891891
8
9
1
8 920920
9209309
3
091291291291
2
914
914914
9
1
4914
914
916
916
9169189229229249
2
4924
92
4
924
924
924
924
926
9
2
6
9269
2
6
926926
928928928928
93293
2
932
9
3
2934934934934934
9
3
4
936936910
920
920
920
920
930930
912
914
9169
1
8
922922
922
922
924
924924
924
924924
926
92
6
926926926926926926928928
9289
2
8
928
9
2
8928928928
9
2
8
9329329109
1
0
910910910910910
910
91
0910910910910
910
9
2
0
920
920920920920920
912
912
9
1
2
91291
2
9149
1
4914914
914
91691
6
916
9189
1
8
918
922
924
9
2
4
924
924
924
9
1
0
910
920
93093
0
930930930940
9
4
0
906906
9069
0
6906906
906
906
906906906
90
6
906906908908
90
8
908
908908908
90890890
8908908
9
1
2912
91491491
4
916916916916
91
6
918
9
2
2
92
4
926
928
932
934
934
936
936
938
938942
942
944
944946946
920914
9169169169189189189229209309229249269289329209209129
1
2
912912912 9
1
4
9149149
1
4
9149169189189229229
1
0
9
2
0
9
0
8
9
1
2
9
1
4
91
4
9
1
4
9
1
6
9
1
8
9229229229229
2
2
9
2
4
9
2
6910906908912914916918 92
0
9
3
0
916
91
6
918
9
2
2
9
2
4
9
2
6
9
2
8
9
3
2
9
3
4
920914
916
918
922
924
926
928
914
920916918 922
920
920912912
914
914
916
916918918
92
2
920
9
1
4
9
1
6
9
1
8
922924910910906908 9349369
3
6
9049
0
6
9
0
8 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>SFSFSFS
FSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSF
SF
SF
SFSFSF
S
F SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
S
F
S
F SFSFSFSFSFSFSFSFSF
SF
SF
S
F
S
F
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4 SWPPP (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4 SWPPP (PPLAT).DWG 58OF
7
-
2022-10-28
22-26553
7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 7
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
WB
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION
RANDOM RIPRAP, CLASS III
SILT FENCE, PREASSEMBLED
STORM DRAIN INLET PROTECTION
SEDIMENT CONTROL LOG
ROCK CONSTRUCTION EXIT
EROSION CONTROL BLANKET, CATEGORY 30
TURF REINFORCEMENT MAT, CATEGORY 70
CONCRETE WASHOUT AREA
EXISTING DRAINAGE ARROW
PROPOSED DRAINAGE ARROW
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
NOTE: EROSION CONTROL PLAN COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE
INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE
REQUIREMENTS OF THIS PLAN, INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION
OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF
EACH UTILITY.
SF
101
100
101
100
ROCK CONSTRUCTION EXIT, TYP.
CONCRETE WASHOUT, TYP.
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
ROAD C
ROA
D
G 188TH
AVE
NW
ROAD E
IV
A
N
H
O
E
P
K
W
Y
BASIN G
100 YR HWL = 917.42
BASIN M
100 YR HWL = 922.96
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.34
BASIN L
100 YR HWL
288
276278277 275279280281282283284285286287
289
311
199
195
202
203
204
207
208
205
206
251
221
218
219
212
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
132
131
209
201
200
198
197
196
128
127
126
OUTLOT D
149
148
147
129
172
179
171
178
170
177
OUTLOT C
176
169
175
174
173
274
294
295
293
292
291
290
WETWETWETWETWETWET
WETWE
T
WET
WET
W
E
T
WETWETWETWWW>>>>IVANHOE ST188TH
AVE
NW
920930930940940940940 9189
2
2
9
22922922 92292
292292292292292292492692692
69289289329329349349349349
3
4934 934 934936936938938938938938 9389429
4
2
92093093093
0 9309189229229
2
4
9
2
4
92
6
9
2
69289289289289
3
293293293293293293293293
2 9329349349
3
69369
3
6 936938938
910910910 920 9209209309309309
3
0930930930 9309
1
2
9
1
4
91
6918 9229229
2
2 924926 9
2
8 9289289
2
8
91092
0 93093
0 93090
89089
0
8 9089129149149149
1
6
918
9
2
2 924924924 926 9289
3
2932 932932932932 9329329329109109
1
0910910 9109109
1
0 91091090
6906906906 906906906906 9069069069
0
6
906
9
0
6
90
6906 90
6906906906908 9089129
1
2912 9
1
2 912912912912912 912 912914914914914914914 914 91691691691691691691
6 916916916
9
1
0
910
920
93093
0
930930930940
9
4
0
906906
9069
0
6906906
906
906
906906906
90
6
906906908908
90
8
908
908908908
90890890
8908908
9
1
2912
91491491
4
916916916916
91
6
918
9
2
2
92
4
926
928
932
934
934
936
936
938
938942
942
944
944946946
910
920
9
3
0
940
940
906
906
906
906
906906
9069
0
6
906906
906
906
9
0
6
90
6906
906
908
912
914
916
918
922
92
2
922
92
4
924
924
9
2
6
926926
9
2
8
932
934
936
938
938
942942942
942
94
2
942
9
1
0
910
910
920
930930
930
930930
940
940
940
906906906
9
0
8
908908
91
2
914
9
1
6
91
8
922
924
926
92
8
932
934934
934
934
934934
934
936
938
938
938
910
920
930
930
930
930930
93
0
930
930
930
930
930930
9
0
8
912
914
916
918
922
924
926
926
928
928928
928
9
3
2932932
93
2
910
920930930
93
0930
930
930930
906
90
8
912
914
916
918
922
924926926
926
926
926926
92
6
926926
928928928
932
932
932
9
3
2
934
934
93
6
936
920
930
930930930
930
9
3
0
912
912
912912914
914
914
916918922
922922
92292
2
922922
924
92
4
92
4
924
92
4
924926
92
6
926
926
928
9
2
8
92
8
928
932932
9329
3
2
932
932
93293
2
932
932932932
910
920920920
920
920
930
930
90
2
9
0
2902904
906908912
914914
9
1
4
91491
4
916
918
918
918
922
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
49309289329129
1
2
912912 9
1
4
9149
1
4
9149
1
0
9
2
0
9
0
8
9
1
2
9
1
4
91
4
9
1
4
9
1
6
9
1
8
92
0
9
3
0
916
91
6
918
9
2
2
9
2
4
9
2
6
9
2
8
9
3
2
9
3
4
920
912912
914
916
918
92
2
930
930
930
924
926
928
932
9349369
3
6
924926920
930
922
924
926
928
920
912914
916918922924926928
930
924926
928
932
930
926926
928
932
934
932934
930
928928
932
93
4934
930924926928930
922
924
926
928
932
940
934934
936
936
938
932
932 932
9
3
4
910912914916916>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>>SF
SF
SF
SF
SF
SFSFSFSF
SF
SFSFSF
S
F
S
F
S
F
S
F
S
F
SF
SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF
SFSFSFSFSFSFSF
SFSFSFSFSFSF
SF
SF
SF
SF
SF
SF SFSFSFSFSFSFSF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
S
F
S
F
SF
SF
SFSF SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
S
F
S
F
SF
SF
SFSF
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4 SWPPP (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4 SWPPP (PPLAT).DWG 58OF
8
-
2022-10-28
22-26553
8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 8
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
WB
ROCK CONSTRUCTION EXIT, TYP.
CONCRETE WASHOUT, TYP.
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
188TH
AVE
NW
ROAD E
IVA
N
H
O
E
P
K
W
Y
BASIN M
100 YR HWL = 922.96
BASIN N
100 YR HWL = 922.04
BASIN Q
100 YR HWL = 918.21
BASIN R
100 YR HWL = 916.48
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
207
210
208
206
212
213
214
236
235
211209
OUTLOT E
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
Electric Transmission
Easement
Per Doc. No. 122470
WETWETWET
WETWETW WWWWW
W
WWWWWWWW
W
W
W
W WW WWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWW
W
WWWWWCOUNTY HIGHWAY NO. 40920 9209
3
09309
3
0
930 9309309189189
2
2
9
22922922 92292
2922922922922922 9229249249269269289
2
8928928 92892893293293
29329349349349349349
3
4 93493489089090090091091092092092092092093093093093088488488688688888889289289489489689689889890290290490490690690890891291291491491691691
6916 9169189
1
8 9189189189229229229229229229229229229
2
4 92492492492492492492692692692692892892892893293293293293493493493493693693
8 938890890900900910 91092
0920920920 9209
2
0920 9209209
3
0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691
69189
1
8918918918 9
1
8 918922922922922922 9229229
2
4924924 9
2
4 9249
2
6926926926926 9269269289289289
2
8 928 9329329329329
3
4 9349369369009009
1
0 9109209209209209
2
0 92092092092093089
2 892894 894896896898898902902904904904904904904 904904904904 9
0
690690
8 9089129
1
2
912 91
491491
4914 9149
1
4
9
1
4 91491491691
6 916
9
1
8 918918918 9189
2
2 922922922 922922922924924924926926926928932932932932934934934934
890890890890900900 90
0 9009109109209209209209209
2
0920 92088888889289
2892 892894 894896 896898898898898 902902 902902904904904904 906906908 908912912912912912912 91291491491491491491
4 914916916916916916 916916916916916916916 9189189189189189
1
8
9
1
8
9
1
89229229249249269269269269
2
6 926920
930
930930930
930
9
3
0
912
912
912912914
914
914
916918922
922922
92292
2
922922
924
92
4
92
4
924
92
4
924926
92
6
926
926
928
9
2
8
92
8
928
932932
9329
3
2
932
932
93293
2
932
932932932
910
920920920
920
920
930
930
90
2
9
0
2902904
906908912
914914
9
1
4
91491
4
916
918
918
918
922
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
890900910920
9
2
0920920920930930
886
886
886886
888888892
894896
898
90
290490
4904904904904
9049049049069089129149169189
1
8918
922
922922924924924
924924924
926926926
9
2
6926926926
926
92
6926
928928928
928
93293
293293
2 89089090090091091091
0910
920
930
930930930
884884886
886888
888892892894894896
896898
8989029
0
2
902902904
904
9069
0
690690690690
6
906906908
90891291
2912
9129
1
2
912914914
914
914916
916
918
92
2
924
926
926
926928
92
8
928932
932932
93
2
934
934
890890
900
900910
910920920
920
9
2
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PC
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4 SWPPP (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4 SWPPP (PPLAT).DWG 58OF
9
-
2022-10-28
22-26553
9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 9
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
WB
ROCK CONSTRUCTION EXIT, TYP.
CONCRETE WASHOUT, TYP.
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATER BODIES
SILT FENCE, TYP.
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INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
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ROAD G ROAD AROAD BBASIN B
100 YR HWL = 915.29
100 YR HWL
OUTLOT A
29
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180
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56
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151
156
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26
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28
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SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4 SWPPP (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4 SWPPP (PPLAT).DWG 58OF
10
-
2022-10-28
22-26553
10 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 10
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
WB
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
ROA
D
G
BASIN K
100 YR HWL = 913.25
BASIN I
100 YR HWL = 911.34
BASIN J
100 YR HWL = 908.92
185
187
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SF
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SFSF
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4 SWPPP (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4 SWPPP (PPLAT).DWG 58OF
11
-
2022-10-28
22-26553
11 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 11
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
WB
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
BASIN A
100 YR HWL = 908.79
41
42
44
39
45
43
40
32
33
34
35
36
37
38
XXWETWETWETWETWETWETWE
T
WET WET
W
E
T
FP100 FP100FP10
0
FP1
0
0 FP100FP100
FP100 FP100FP100 FP1
0
0 FP100FP100FP10
0
FP10
0
FP100 FP100FP100FP100FP100FP10
0 FP100
FP1
0
0 FP100FP100FP100FP100FP100FP
1
0
0
FP100FP100FP100F
P
1
0
0
FP100 FP100FP100
FP100 FP100 FP100FP100WW
W
W WWWW
W
WW
WWWWWWWWWXW
WWWWW>>UU
U
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W WW
W
W
W
W
W
W
W
WWETTROTT BROOKTRO
T
T
B
R
O
O
K
183
R
D
A
V
E
N
W900900 900
9
00 900900900900900900900900900900900900900900900900 90090090090
09009009009109109109109109109
2
0920930930 898898898898902902902904904904906906906908 9089089
1
2 9129149149169169189189
2
292292492492
4 92492692692
8928928928932932934934
900900900900 900900900900910910910 91091
0 910910910 8988988
9
8898898898 898898898898 898902902902902 902902902902902 902902902 90
290290290290490490490490
6 906908908908 90890890891291
2
9009109
1
0 9108988988988
9
8
898898 8
9
8
8
9
8 8988988988
9
8898898 898898898898898898 898898898898898898 8988
9
8898 8988
9
8 89889889889889
8
89
8 8988
9
889889
8898 89889889889889889889889889
8
8
9
889889889
89029049049049069069069089
0
8 90891
2912 9129129
1
2912 912912914914900900900910 9109109
1
0
9
1
0 91091091
0 9108968988988988988
9
8898898898 8988988
9
8898 8
9
8 89889889
8 8988
9
8
8
9
889889889889889
88988988989029029029049
0
4
9
0
4 9049049069069
0
6 90690690890890890890891
2 912900900900900
910910910910
910
910910
910
910
902
90
2
902904
904
904
906
906906908908
908
912
912
912914
90091091091091
0910910910910
910
910
902
9029
0
2902902902
902
90
2
904
904
904
904
904
904
904904904904
906
906
906
906
906
906906906908908
908
908
908
908
9129129129
1
2912
912
914
914916
916900
900
90
0
9009
0
0
9
0
0
91
0
920
920
930
930
940940940940940940
940940
940
940
898
898898
898
9
0
29029
0
2
902
902902
902904904904904
904
904
90
4
906
906
90690890
8
90
8
912
914
916
916
918
918922922
924
924
926
926
928
928
932
932
934
934
936
936
938
938
9
0
0
910910
898898
898898
898
8
9
8
898
898898898
898
89890290290290490490490
4
90490
4
904904904
906
906
906
90
6
906
908
908
908
9089089
0
8
908912912
900
900900900
900
900
900900900
900
900900
900900
90
0
900
90090
0
900
900900900
900900898898
8
9
8
898898898898898898898898
898
8988
9
8
898
8988988
9
8
898898 900900900900
90090
0
900900900
900
90
0
896
896898898898898
898898
898898898
898
898898
898
898
898
898 900900
9
0
0
89689689689689
6
896
898
8
9
8
898
8
9
8898898
898898
898898
898
898
8
9
8
898
8988
9
8
898898
8
9
8
898
898898898898
898
89
8898
898898898
8
9
8
898898898
898898898898898
898
9
1
2
914
916
910
906
908
912
914
910
904906908912914
9
1
6
9
1
8
9
1
0
9029049069089
1
2914916>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4 SWPPP (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4 SWPPP (PPLAT).DWG 58OF
12
-
2022-10-28
22-26553
12 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
300 26553 12
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
WB
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
SILT FENCES TO BE CONSTRUCTED
ON DOWNHILL SIDE OF ALL
MANHOLES
MIN 6"MIN6"
RUNOFF FLOW
DIRECTION OF
POSTEMBEDMENT1.5' MIN24" MINGEOTEXTILE FABRIC
5' TEE POST AT 5' - 4' MAX
SPACING
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED NATURAL
SOIL
SILT FENCE
NTS EC100
SAND BAGS/ROCK LOG
A
A
SAND BAGS/ROCK LOG
STORM CULVERT PIPE
(SEE PLAN)
STORM CULVERT PIPE
(SEE PLAN)
FLOW
SAND BAGS
PLAN
FLOW
6" MIN
SECTION A-A
SECTION B-B
STORM CULVERT PIPE
(SEE PLAN)
B
B
SEDIMENT CONTROL LOG,
STAKED EVERY 2' MIN
(SEE DETAIL)
SEDIMENT CONTROL LOG,
STAKED EVERY 2' MIN
(SEE DETAIL)
CULVERT PIPE
DITCH CHECK
NTS EC345
4
1
1
4
A
B
L
A
B2'E2'
11
3
4
DIMENSIONS
PIPE Ø
(INCHES)
L
(FEET)
PIPE Ø
(INCHES)
L
(FEET)
12 8 27 12
15 8 30 14
18 10 36 16
21 10 42 18
24 12 48 20
NOTES:
REQUIREMENTS FOR GEOTEXTILE TYPE, RIPRAP SIZE AND THICKNESS WILL BE DESIGNATED IN THE
PLANS.
PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN
FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'
GEOTEXTILE FILTER, MnDOT SPEC. 3733, SHALL COVER THE BOTTOM AND SIDES OF THE AREA
EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS
DIMENSION "E" IS GIVEN ON MnDOT STANDARD PLATES 3100 AND 3110.
GRANULAR FILTER, MnDOT SPEC. 3601, MAY BE USED AS A CUSHIONLAYER. PLACE FILTER PER SPEC.
2511. THE CUSHION LAYER IS INCIDENTAL
GRANULAR FILTER OR RIPRAP, SPEC. 3601, TO EXTEND UNDER THE ENTIRE OPEN PORTION OF PIPE
APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP,
INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE
APRON TO AID IN GRADING FOR APRON PLACEMENT. CRUSHED ROCK IS INCIDENTAL.
1
2
3
4
52'2'2'1'1'GEOTEXTILE
FILTER
2SECTION A-A SECTION B-B
GRANULAR CUSHION
RIPRAP
GRANULAR FILTER
5
RIPRAP AT RCP OUTLET
NTS EC400
2'1' MIN3' DEEP10'NATIVE
MATERIAL
5'x10'x3' CONCRETE
WASHOUT AREA
1' DEEP IMPERVIOUS
CLAY LINER
MINIMUM 10-MIL THICK PLASTIC
SHEETING OR APPROVED
EQUAL
NOTES:
CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.
CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY.
WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER.
CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING.
WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
CONCRETE WASHOUT
NTS EC500 ENTRANCE WIDTH AS REQUIRED50' MINIMUMINPLACE SURFACE6" MINIMUM DEPTH OF 1"
TO 2" CRUSHED ROCK OR
SLASH MULCH
LOOSEN AS NEEDED SO THAT ENTRANCE
IS NOT COMPACTED, REPLACE/CLEAN
AGGREGATE ONCE DIRTY
MnDOT STANDARD
SPECIFICATION 3733 TYPE V
PERMEABLE GEOTEXTILE
FABRIC BENEATH ROCK OR
SLASH MULCH
18" HIGH (MIN) CUT OFF BERM TO MINIMIZE
RUNOFF FROM LEAVING SITE EXTEND SILT
FENCE FROM EITHER SIDE OF BERM AS NEEDED
STABILIZED CONSTRUCTION EXIT
NTS EC600
STAPLE DETAIL
TERMINAL ENDBLANKET SIDE EDGE
BLANKET ROLL END OVERLAP
BLANKET SIDE OVERLAP
ANCHOR TRENCH
STAPLES
STAPLE
EVERY 12"
FLOW
DIRECTION
12" STAGGERED
1" MIN
6" TO 12"CENTER OF
WATERWAY
STAPLE
6" MIN
STAPLE
FLOW
DIRECTION
6" MIN
4" STAGGERED1 ROW OF
STAPLES
12" O.C.6"TAMP SOIL FIRMLY
6"
2 ROWS
OF STAPLES
12" O.C.
STAGGERED
2 ROWS OF STAPLES,
STAGGERED 12" O.C.
ALONG ROW
SEAM
SEAM
ROW OFSTAPLESCOLUM
N
O
F
STAPL
E
S
4
1
4
5
3
2
2 NOTES:
INSTALL EROSION CONTROL BLANKET (ECB) OVER WATERWAYS AS SHOWN IN THE STORM
WATER POLLUTION PREVENTION PLAN.
THE ECB SHALL CONFORM TO MnDOT STANDARD SPECIFICATIONS SECTION 3885.
PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING.
THE ECB SHALL BE PLACED IN FIRM CONTACT WITH THE SOIL AND NOT BE ALLOWED TO
BRIDGE OVER SURFACE IRREGULARITIES. THE MAT SHALL NOT BE STRETCHED.
START LAYING THE MATS BY ROLLING CENTER MAT IN THE DIRECTION OF FLOW, CENTERED
ON THE CENTERLINE OF WATERWAY. THERE SHALL NOT BE AN OVERLAP OF MATS AT THE
CENTER OF THE WATERWAY.
THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE AVAILABLE,
INSTALL THE MAT AS FOLLOWS.
STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEE
STAPLE DETAIL FOR DIMENSIONS)
BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED IN
STAGGERED ROWS ACROSS THE WIDTH AS SHOWN IN DETAIL 1.
C. FOR JOINING ENDS OF ROLLS, OVERLAP END OF UP SLOPE MAT A MINIMUM OF 6"
OVER DOWN SLOPE MAT (SHINGLE STYLE). USE A DOUBLE ROW OF STAGGERED
STAPLES 4" APART, AS SHOWN IN DETAIL 2.
D. MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW
(SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS. (SEE DETAIL 3)
E. THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12". (SEE
DETAIL 4)
F. STAPLES ARE TO BE PLACED ALTERNATELY IN COLUMNS (IN THE DIRECTION OF THE
WATERWAY) 2' APART AND IN ROWS (ACROSS THE WATERWAY) 3' APART THROUGHOUT
THE AREA COVERED BY THE ECB.
G. DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLE
ROW OF STAGGERED STAPLES 12" APART. (SEE DETAIL 5)
1
2
3
4
5
CENTER OF
WATERWAY
3 4 5
21
EROSION CONTROL BLANKET INSTALLATION
NTS EC700
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 4.1 SWPPP DETAILS
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 4.1 SWPPP DETAILS.DWG 58OF
13
-
2022-10-28
22-26553
13 SWPPP DETAILS
300 26553 13
ELK RIVER MINNESOTA
SWPPP DETAILS
TTK
TTK
WB
EMEX SAN MH
R=920.94
I=
EX MH
R=922.16
I=
EX MH
R=922.56
I=892.91
EX WTR MH
R=919.91
I=
EX SAN MH
R=919.68
I=898.53 (12" PVC) NW
I=898.47 (12" PVC) SE
EX SAN MH
R=918.07
I= 898.67 (12" PVC) N
I=998.65 (12" PVC) SE
EX SAN MH
R=916.68
I=898.77 (12" PVC) N
I=898.73 (12" PVC) S
EX SAN MH
R=921.57
I=898.32 (12" PVC) NW
I=893.07 (12" DIP) SW
EX SAN MH
R=918.86
I=900.29 (12" PVC) N
I=900.27 (12" PVC) S
EX SAN MH
R=915.62
I=899.32 (12" PVC) N
I=899.30 (12" PVC) S
EX DROP INTAKE
R=912.50
I=907.34
I=907.79
EX SAN MH
R=913.08
I=901.29 (12" PVC) E
I=901.26 (12" PVC) S
EX SAN MH
R=925.23
I=904.28 (12" PVC) E
I=904.27 (8" PVC?) N
I=904.23 (12" PVC) W
EX SAN MH
R=914.85
I=903.90 (8" PVC?) N
I=902.76 (12" PVC) E
I=902.74 (12" PVC) W
EX SAN MH
R=935.18
I=
EX CB
T/C=912.80
I=908.72 (STRUCTURE)
EX CB
T/C=913.09
I=909.23 (STRUCTURE)
>>>>>>>>>>>>>>>>>>>>>>>>>>>D&U EasementPer Doc. No. 618644R/W Easement
Per Doc. No. 618646
WETWETWETWET
WETWE
TWETWETWETWETWETWETWETWETWETWET
WET WETWETWETWET
WET
WETWETW
E
T
WETWETWE
T
WETWETWETW
W W
WWWWWW
WWWWWWWWWWWWWWWWWW WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W IIIIII>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII
III<II<II
<II>>EX 12" HDPE
EX 12" HDP
ETROTT BROOKTWIN LAKES PKWY
9109109
1
0910 910920920920920920 920920 9309049
0
4
9
0
4904 90490490490490690690
8908908 908 9089
1
2 9129129
1
4914914 914914914914914914914914914914 91491491491491691691
6
9
1
6916916916 9
1
69169
1
6916916 91
69189189189189
1
8 922924926928932934936938938938938
9
1
0 920920920930930902902904904904 904904906906 9
0
6906906 9089089089129
1
2912912912 9129129149149149149149169
1
6916 9
1
6 9169189
1
8 9189
1
8 91892292292
2
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2
492692692
6928928 928928932932
9109109109109109209209209
2
0
9209309309029029049049049069089129129
1
2914914 9
1
49169
1
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69189189189189189229229
2
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2
8928928 9289289289329329
1
0
9
1
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1
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2
0 9209309
3
09029029049049069069
0
8908 90
89089089089089
0
8 9089129129129149149169
1
69189189229229229229229229249249249249
2
4 9249269269269269289289289
2
89329
3
29349
3
4936936
91
0910 9109109
10 910910910910 9109
1
0
9
1
091091092092092092093093090290290
2902904 90490490490690690690890
8 908908908 9089129
1
2912 9
1
2
9
1
2 9129149149149149169169169169
1
8 9189189189229229229229229229249249249249269269269269289289
3
2 932910
910
910
902902902
90
2
902
90290290
2
9
0
2
902902902
902
902
902
902
904
9
0
4
90490
4904904
9049049
0
4
904
904
906
906
906906906
908
908
908
910
904904
904
9
0
4904904904904
906906
906906906906
906
906906906
906906906906
908908908908
908
912
91
0
9
2
0
92
0
920
92090
6
908
912
914
914916916916916916916916
91
691891891891891891891891891
8
9
1
8 920920
9209309
3
091291291291
2
914
914914
9
1
4914
914
916
916
9169189229229249
2
4924
92
4
924
924
924
924
926
9
2
6
9269
2
6
926926
928928928928
93293
2
932
9
3
2934934934934934
9
3
4
936936910
920
920
920
920
930930
912
914
9169
1
8
922922
922
922
924
924924
924
924924
926
92
6
926926926926926926928928
9289
2
8
928
9
2
8928928928
9
2
8
9329329109
1
0
910910910910910
910
91
0910910910910
910
9
2
0
920
920920920920920
912
912
9
1
2
91291
2
9149
1
4914914
914
91691
6
916
9189
1
8
918
922
924
9
2
4
924
924
924
9
1
0
910
920
93093
0
930930930940
9
4
0
906906
9069
0
6906906
906
906
906906906
90
6
906906908908
90
8
908
908908908
90890890
8908908
9
1
2912
91491491
4
916916916916
91
6
918
9
2
2
92
4
926
928
932
934
934
936
936
938
938942
942
944
944946946
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
14
-
2022-10-28
22-26553
14 EXISTING SITE & REMOVALS PLAN
300 26553 14
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
REMOVAL LEGEND
SYMBOL DESCRIPTION
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE WALK
REMOVE AGGREGATE
SURFACING
CLEAR AND GRUB TREES AND
UNDERBRUSH
REMOVE DECIDUOUS TREE
(CLEAR AND GRUB)
REMOVE CONIFEROUS TREE
(CLEAR AND GRUB)
CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH
SAWCUT AND SECTION REMOVAL.
WETLAND TO REMAIN
REMOVE STORM SEWER
REMOVE STORM SEWER
REMOVE HYDRANT AND VALVE.
PLUG TEE.
REMOVE BITUMINOUS PAVEMENT
PROJECT 429 CURRENTLY UNDER CONSTRUCTION (BY OTHERS)
REMOVE GRAVEL SURFACING
REMOVE HYDRANT AND VALVE.
PLUG TEE.
REMOVE HYDRANT AND VALVE.
PLUG TEE.
REMOVE HYDRANT AND VALVE.
PLUG TEE.
RELOCATE UTILITY CABINETS
PROPERTY LINE, TYP.
E
X
5
0
'
U
T
I
L
I
T
Y
E
A
S
EM
E
N
T
WETLAND TO BE MITIGATED, TYP.
TREE REMOVAL
EX SAN MH
R=925.23
I=904.28 (12" PVC) E
I=904.27 (8" PVC?) N
I=904.23 (12" PVC) W
EX SAN MH
R=935.18
I=>>>>>WETWETWETWETWETWET
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LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
15
-
2022-10-28
22-26553
15 EXISTING SITE & REMOVALS PLAN
300 26553 15
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
WETLAND TO REMAIN
REMOVE BITUMINOUS PAVEMENTREMOVE GRAVEL SURFACING
PROPERTY LINE, TYP.
EXISTING WATER'S EDGE
TREE REMOVAL
WETLAND TO BE MITIGATED, TYP.
Electric Transmission
Easement
Per Doc. No. 122470
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LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
16
-
2022-10-28
22-26553
16 EXISTING SITE & REMOVALS PLAN
300 26553 16
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
WETLAND TO REMAIN
PROPERTY LINE, TYP.
EXISTING WATER'S EDGE, TYP.
HIGH VOLTAGE OVERHEAD LINE TOWERS
OPEN WATER
TREE REMOVAL
TREE REMOVAL
EX SAN MH
R=920.94
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o
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6
1
8
6
4
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EX SAN MH
I=
R=919.42
EX SAN MH
I=
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0
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0
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9
0
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908908908
908908908
91291
2
912914914916916916916
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
17
-
2022-10-28
22-26553
17 EXISTING SITE & REMOVALS PLAN
300 26553 17
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
PROPERTY LINE, TYP.
EXISTING SANITARY FORCEMAIN
FEMA 100 YR FLOODPLAIN
WETLAND TO REMAIN
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WETLAND TO BE MITIGATED, TYP.
TREE REMOVAL
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LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
18
-
2022-10-28
22-26553
18 EXISTING SITE & REMOVALS PLAN
300 26553 18
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
FEMA 100 YR FLOODPLAIN
WETLAND TO REMAIN
OPEN WATER
OPEN WATER
WETLAND TO BE MITIGATED, TYP.
TREE REMOVAL
Parcel 1 COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWETWETWETWETWETWETWET
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918918
918918918
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
19
-
2022-10-28
22-26553
19 EXISTING SITE & REMOVALS PLAN
300 26553 19
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
WETLAND TO REMAIN
PROPERTY LINE, TYP.
FEMA 100 YR FLOODPLAIN
OPEN WATER
WETLAND TO BE MITIGATED, TYP.
TREE REMOVAL
XXWETWETWETWETWETWETWE
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898
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 5 EXIST (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 5 EXIST (PPLAT).DWG 58OF
20
-
2022-10-28
22-26553
20 EXISTING SITE & REMOVALS PLAN
300 26553 20
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
WETLAND TO REMAIN
PROPERTY LINE, TYP.
FEMA 100 YR FLOODPLAIN
WETLAND TO REMAIN
TREE REMOVAL
Parcel 2
S89°15'25"E 2626.20
S00°10'01"E275.32N89°18'10"W 610.07
S00°10'01"E 660.08S89°18'10"E 610.07
S00°10'01"E 1347.63N00°21'48"W320.65N89°37'53"W 825.07
N89°28'17"W 2625.45
S89°15'25"E 1278.33
S00°03'59"E 1326.83N00°21'48"W 727.71Electric Transmission
Easement
Per Doc. No. 122470
D&U E
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Per D
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N
o
.
6
1
8
6
4
4D&U EasementPer Doc. No. 618644R/W Easement
Per Doc. No. 618646
N89°37'53"W 2624.49N89°38'24"W 2625.11N00°22'24"W 2670.98S50°16'39"W
127.31N00°22'42"W 1329.37N00°22'24"W 1335.49L =3 41.18
R =1161.3 5
Δ =16 °4 9 '5 6 "
C .B r g =S 8 9 °51'37"W
C .=3 3 9.9 6
Alum County Disk
Alum
County
Disk
Iron
RLS 23021
Iron
Capped
Iron
RLS 13293
Iron
RLS 13293
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1" Iron
RLS 8194Iron
RLS 8797
Iron
RLS 13072
Alum County
Disk
Iron
Capped
Iron
RLS 13057
2" Alum
Disk
1/2" Iron (2)
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1/2 " Iron (3)
RLS 43933
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RLS 13057
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2" Capped Iron
SW Corner
Sec. 36-33-26
Found CIM
W 1/4 Corner
Sec. 36-33-26
Found 1 1/2" Iron
NW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2" Iron
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
S1/4 Corner
Sec. 36-33-26
Per Gov't Ties SE Corner
Sec. 36-33-26
Found CIM
NW Corner
SW 1/4 - NE 1/4
Sec. 36-33-26
W
W
W
W
W
W
W
W
W
W
W WWW
W
W
WWWW
WWWWWWWWWWWWWW WW WWW
W
W WWWWWWWWWW W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWWW
W WWWWWWWWWWWWWWW
WWW
W
W
W
W
W
W
W W
W
W W
W
W
W
W
WWWWW
W
W
W
W
W
W
W W W
W W
WW
W
W
WW
W
WWWWWWWWWWWWWWWWWWWWet Land
Wet Land
Wet Land
Wet Land
Wet Land
Wet Lan
dWet LandWet La
n
d
Wet La
n
d
Wet
Land
Wet LandWet LandIron
RLS 23021
660
936660825
60055075
OUTLOT A
OUTLOT G
OUTLOT H
OUTLOT G
OUTLOT A
OUTLOT J
OUTLOT I
{James R. & Sharon K. Sweazey}
OUTLOT B
OUTLOT D
OUTLOT E
OUTLOT A
OUTLOT C
OUTLOT C
OUTLOT J
OUTLOT F
1007.92OUTLOT J
OUTLOT F
S89°37'53"E 1112.84
S75°50'5
4
"
W
199.42 N89°37'53"W 431.97
S00°21'48"E
108.01 N00°10'01"W
128.38
L =4 3 0.70
R =10 41.29
Δ =2 3 °41'56"
C .B r g =N8 7°39'35"WC.=4 27.6 4
N75°48'37"W
62.42
OUTLOT K
26553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
23
-
2022-10-28
23 OVERALL PRELIMINARY PLAT
300 26553 23
0
SCALE IN FEET
200 400
KH
EXISTING LEGAL DESCRIPTION:
(Per Title Commitment 01040-24113)
The following property located in Section 36, Township 33, Range 26, Sherburne County, Minnesota:
The South Half of the Northwest Quarter; the Southwest Quarter of the Northeast Quarter; the North
Half of the Southwest Quarter; the Southeast Quarter of the Southwest Quarter; the Southwest
Quarter of the Southeast Quarter; and the Northwest Quarter of the Southeast Quarter; excepting
from the forgoing description the following described Parcel 1 and Parcel 2; but adding to the
forgoing description an easement over the Easement Parcel, described below:
Parcel 1: The East 660 feet of the South 660 feet of the North 936 feet of the Northwest Quarter of
the Southeast Quarter of said Section 36.
Parcel 2: The West 825 feet of the North 550 feet of the South 600 feet of the Southwest Quarter of
the Southeast
Quarter; together with that part of the East 75 feet of the Southeast Quarter of the Southwest Quarter
lying South of the Westerly extension of the North line of said South 600 feet of the Southwest
Quarter of the Southeast Quarter; all being part of Section 36, Township 33, Range 26;
Easement Parcel: an easement for drainage purposes (the "Drainage Easement") over that portion
of Parcel 2 which lies within 50 feet on each side of a centerline described as commencing at the
southeast corner of said Southwest Quarter of the Southeast Quarter; thence North 0 degrees 10
minutes 01 seconds West along the east line of said Southwest Quarter of the Southeast Quarter for
a distance of 35.00 feet to the actual point of beginning of the centerline to be hereby described;
thence North 83 degrees 20 minutes 00 seconds West, along a centerline to be hereafter known as
"Line A", for the purposes of this description, for a distance of 840.00 feet; thence North 17 degrees
30 minutes 00 seconds West, along a centerline to be hereafter known as "Line B", for the purposes
of this description, for a distance of 245.00 feet; thence North 49 degrees 20 minutes 00 seconds
West for a distance of 165.00 feet; thence North 60 degrees 10 minutes 00 seconds West for a
distance of 270.31 feet, more or less, to its intersection with the north line of the above described
South 600 feet and there terminating said centerline (the "Easement Parcel"). Said Easement Parcel
shall also include all that part of Parcel 2 lying South of said Line A and East of the southerly
extension of the line 50 feet westerly of, as measured at right angles to, and parallel with said Line B.
For the purposes of this description the south line of said Southwest Quarter of the Southeast
Quarter is assumed to bear South 89 degrees 37 minutes 52 seconds East. The north line of said
Easement Parcel being shortened as need be to intersect and terminate at the east line of the West
825 feet of said Southwest Quarter of the Southeast Quarter. The easterly and westerly lines of said
Easement Parcel being lengthened or shortened as need be to terminate at said north line of the
South 600 feet and its westerly extension.
OWNERS / DEVELOPERS: SURVEYOR:
U.S. Home, LLC ISG
16305 36th Ave. North, Suite 600 7900 International Drive Suite 550
Plymouth, MN 55446 Minneapolis, MN 55425
952-426-0699
EXISTING PROPERTY:
ZONED: R1D (Single Family Residential)
BENCHMARK:
Top nut fire hydrant located at the southwest quadrant of the intersection of Twin Lakes Parkway and
188th Avenue NW.
Elev=950.10 (NAVD88)
FLOOD ZONE:
The surveyed premises shown on this survey map is in Flood Zones: AE (Base Flood Elevations
determined); Flood Zone X (areas of 0.2% chance flood; areas of 1% annual chance floodplain with
average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas
protected by levees from annual 1% chance flood); and Zone X (areas determined to be outside the
0.2% annual chance floodplain), according to Flood Insurance Rate Map Community Panel No.
27141C0395F, published by the Federal Emergency Management Agency, effective date November
16, 2011.
Iron Monument Found
Water's Edge
Delineated Wet Land Line
LEGEND
W
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
58
22-26553
ELK RIVER MINNESOTA
OVERALL
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40
113
119
112 111 110
118
92
100
288
286287
289
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
254
253
252
256
258257
255
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
178
177
176
175
S89°15'25"E 2626.20
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4D&U EasementPer Doc. No. 618644R/W Easement
Per Doc. No. 618646
N00°22'42"W 1329.37NW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2" Iron
W
W
W W
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW WWet LandWet LandWet La
n
d
Wet La
n
d
Wet La
n
d
Wet La
n
d
Wet La
n
d Wet Land1351321361391401401401401401408432 13013065 13065 13065 38 130L=28
Δ=0°32'26"130L =6 8
Δ =1°18 '4 2 "130L =6 8
Δ =1°18 '4 5 "130L =6 7
Δ =1°17 '2 7 "131L =6 7
Δ =1°17 '2 7 "131L =6 7
Δ =1°17 '2 7 "130L =6 7
Δ =1°17 '2 7 "130L =6 7
Δ =1°1 7 '2 7 "130L =6 7
Δ =1°1 7 '2 7 "
366
8182
13255 55 55 3
L =5 2
Δ =0 °5 8 '4 4 "
L =5 5
Δ =1°0 2 '2 2 "
L =6 7
Δ =1°15 '41"130130L =7 0
Δ =1°13 '0 4 "
L =5 9
Δ =1°01'3 9 "7
L =6 2
Δ =1°0 4 '4 5 "68686871L=126Δ=16°45'26"5130
130 16L=63Δ=9°46'22"130 L=57Δ=8°53'18"21130
65130
65130
L=20
Δ=2°07'49"44132
L=62Δ=6°42'19"130
27L=37Δ=3°57'00"130
6547
L=85
Δ=12°51'07"83130 65130 65L=45Δ=11°05'27"130 15130 L=58Δ=14°33'12"130 L=58Δ=14°33'12"L=5
1Δ=12°
4
4
'
2
9
"
1
3 64118
L=111Δ=37°25'52"563
1
L
=
4
6Δ=
1
5
°
3
0'
2
9
"
L=2
6
Δ=4°
0
9'
0
4"
2
7
55 36
L=19Δ=0°19'28"L =5 5
Δ =0 °5 6 '01"
L =5 5
Δ =0 °5 6 '01"
L =6 7
Δ =1°0 8 '3 2 "L=65Δ=7°55'48"L=100Δ=12°09'06"L=28
Δ=3°00'27"L=52Δ=5°40'31"L=52Δ=5°40'31"L=52Δ=5°40'31"L=52=5°40'31"L=51Δ=8°10'37"L=51Δ=8°10'37"L
=51Δ=
8
°10'37"
130 L=78Δ=1
4°57'30"
L =13 0 Δ =2 °2 7 '3 5 "L =6 4
Δ =1°13 '0 9 "L =6 4
Δ =1°1 3 '0 9 "L =6 4Δ=1 °1 3 '0 9 "
4
5
5
8
5
8L=157Δ=52°56'21"L=213Δ=52°56'21"120166191L=98Δ=11°57'20"173175136.71L=121Δ=18°39'40"L =19 5 Δ =3 °2 0 '0 2 "
L =191 Δ =3 °19 '2 8 "
L =6 4Δ=1 °1 3 '0 9 "
L=4
Δ=0°04'20"
L=35
Δ=7°04'48"
L =7 6Δ=1 °2 6 '4 5 "
L=60
Δ
=12°10'50"
L =15 2 Δ =2 2 °5 5 '4 4 "
317
303 L =17 3 Δ =3 °16 '4 7 "
L =7 0 8 Δ =13 °4 0 '0 1"
L =4 8 9 Δ =9 °1 5 '1 0 "
L
=
3
4
5
Δ=
7
0
°
3
1'4
4"L=195Δ=23°43'14"260385501
L=6
Δ=1°06'09"Δ=71°39'43"Δ=71°39'43"145.91
L=91Δ=17°19'38"131
131 152130L =6 7
Δ =1°1 7 '2 7 "40L=11
Δ=0°12'24"
L =7 6
Δ =1 °2 7 '5 7 "185L =9 1 Δ =1 °4 3 '3 3 "12159 69
173L =6 4
Δ =1 °1 3 '0 9 "
69
163L =6 4
Δ =1 °1 3 '0 9 "
68
L =
Δ =1°L=47Δ=12°19'15"121L=92.85Δ=5°09'54"L=79.30Δ=4°41'03"L=271Δ=
7
0
°31'4
4
"L=321Δ=34°43'19"280
55
65EM>>I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OUTLOT A
L=26
Δ=3°53'24"
L =6 1Δ=9 °11 '0 9 "L =6 1Δ=9 °1 1 '1 1 "L=4
Δ=0°40'01"
3765656565656573L=60
Δ=9°03'53"
289
L =6
L=70.98Δ=4°11'33"L=70.36Δ=3°54'51"12 12L=118Δ=12°47'07"25
1302283139
130
57135
130130130
130
137
26 20
4616255
55 5655
141
130
130
130
130
214
60697161130
130
130
130
130
130 686565656581409130
130
130
130
130
486565656577L=25Δ=0°28'16"L =2 3 3 Δ =9 °4 1 '5 7 "
L =1 3 3 Δ =5 °3 1 '4 7 "
L =1 0 0 Δ =4 °1 0 '0 9 "
L=4
Δ=2°26'04"
L =5 7 .3 4
Δ =3 2 °5 1 '1 6 "L =5 3
Δ =3 0 °2 5 '1 3 "L=16
Δ=15°53'37"
L =49
Δ =4 8 °47'40"
L
=
4
4
Δ=4
3
°
2
7
'
0
8"L=42Δ=41°17'24"L =2 52
Δ
=
2
49°10'43"196149130130130130130130 130130
130130130L=60Δ=12°10'50
"
L
=
6
0
Δ
=
1
2
°1
0'5
0"
L=60
Δ=12°10'50"130L=24
Δ=4°57'05"130OUTLOT B
OUTLOT D
L=44
Δ=4°42'42
L=12
Δ=3°05'18"
L=86Δ=22°30'11"
L
=
1
2
5Δ=3
2
°
3
7
'0
0
"15514760
9
28
57131131132 144L =5 8
Δ =1°0 6 '5 9 "
L =5 8Δ=1°0 6 '5 9 "
L =5 8Δ=1°0 6 '5 9 "
L =6 7Δ=1 °1 7 '4 0 "08"L =64.04
OUTLOT C
L=30
Δ=3°38'20"130130130130130130130130130131130130129130130130130130L=48Δ=9°46'31"LΔ=862 163
46
551016572238876565656565656485572
82 64 48
85 16 64
69651996580
64
64
775765651308591589177
58
75 68 68 68 63 52 6645
7157575555555559
48 9 57 66
131
57566565416
3
707082
67
67
67
67
L=219Δ=23°43'14"L=16
Δ=1°45'24"
L=23
Δ=2°30'36"L=62Δ=6°42'19"L=62Δ=6°42'19"L=56Δ=6°02'36"L=7
Δ=0°49'39"L=116Δ=14°07'54"L=79Δ=9°40'33"L=202Δ=24°38'06"60577477467726
70
127
223
7
1
7167878
7
87
87
67
111
57
L=44
Δ=5°21'37"676826553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
24 PRELIMINARY PLAT
300 26553 24
0
SCALE IN FEET
60 120
KH
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
LEGEND
>
>>IOHL
W
X
U
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
24 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40
288
276278277 275279280281282283284285286287
289
311
199
195
202
203
204
207
208
205
206
251
221
218
219
212
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
132
131
209
201
200
198
197
196
128
127
126
149
148
147
129
172
179
171
178
170
177
176
169
175
174
173
274
294
295
293
292
291
290
S89°15'25"E 2626.20
NW Corner
SW 1/4 - NE 1/4
Sec. 36-33-26
WWWW
Wet Land
Wet Land13027"130L =6 7
Δ =1 °1 7 '2 7 "
366
81L =6 4
Δ =1°1 3 '0 9 "L =6 4Δ=1°1 3 '0 9 "L =6 4Δ=1 °1 3 '0 9 "
L=4
Δ=0°04'20"
L=35
Δ=7°04'48"
L =7 6Δ=1 °2 6 '4 5 "
L=60
Δ
=12°10'50"
L =4 8 9 Δ =9 °1 5 '1 0 "
L
=
3
4
5
Δ=
7
0
°
3
1'4
4"130L =6 7
Δ =1 °1 7 '2 7 "40L=11
Δ=0°12'24"
L =7 6
Δ =1 °2 7 '5 7 "185L =9 1 Δ =1 °4 3 '3 3 "12159 69
173L =6 4
Δ =1 °1 3 '0 9 "
69
163L =6 4
Δ =1°1 3 '0 9 "
68
154L =6 4
Δ =1°13 '0 9 "
68
146L =6 4
Δ =1°13 '0 9 "
68
140L =6 4
Δ =1°13 '0 9 "
68
135L =6 4
Δ =1°13 '0 9 "
67
132L =6 4
Δ =1°13 '0 9 "
67
131L =6 4
Δ =1°13 '0 9 "
67
13021
L =4 4
Δ =0 °4 9 '31"L=47Δ=12°19'15"L=52Δ=5°40'31"L=53Δ=5°42'57"
L=62Δ=6°40'01"
L=20
Δ=4°
0
7'
5
9"
L =6 4
Δ =1 °4 8 '4 4 "
L =6 4
Δ =1 °4 8 '4 4 "L =2 9 6 Δ =8 °2 1 '4 2 "130L =6 8Δ=1 °5 8 '3 3 "130L =4 4Δ=1 °1 6 '2 9 "
L=24
Δ=6°45'57"132L=73Δ =20°16'46"155L=36
Δ=7°27'17"164L=50Δ=13°51'30"L =7 4
Δ=15°10 '18 "13642
130L =3 7Δ=7 °3 2 '1 1 "
65
13065
13065
13013065
65
13065
13065
13048
L=23
Δ=3°29'46"L=114Δ=7°50'42"L=70Δ=10°33'11"
L =1 3 4 Δ =11°0 5 '4 5 "
Δ =
L =1 2 1 Δ =9 °1 3 '4 5 "L=58Δ=15°08'25"129
130
130
L=24
Δ=6°10'15"
130
L=136Δ=9°23'33"65
13065
65
13065
65
13065
65
13065
65
13065
51
102
448 L=82Δ=21°18'40"54L=279Δ=20°44'09"545
L=147 Δ =3 0 °0 9 '4 6 "
L=211 Δ=22°46'11"
L =1 8 9 Δ =1 4 °2 7 '3 4 "
L =1 0 3
Δ =40°41'53"L =146Δ=40°54'12"L =5 8 6 Δ =1 6 °3 2 '4 8 "L =5 6 9 Δ =1 6 °3 2 '4 8 "130
L=179Δ=27°03'46"39L=7
3.02Δ=5°26
'
0
0
"
L =1 5 6 Δ =12 °5
L=109Δ=121L=92.85Δ=5°09'54"L=79.30Δ=4°41'03"L=271Δ=
7
0
°31'4
4
"
=6 8Δ=1 °5 8 '3 3 "L =6 8Δ=1 °5 8 '3 3 ">>>>>L =6 5 1 Δ =12 °18 '11"L=70.98Δ=4°11'33"L=70.36Δ=3°54'51"12 12OUTLOT G
L=60
Δ=21°18'40"32L=77Δ=5°42'54"
6 "L =49
Δ =4 8°47'40"
L
=4
4
Δ=43
°2
7
'
0
8"L=42Δ=41°17'24"L =2 52
Δ
=
2
49°10'43"149130130130130 130130
130130130L=60Δ=12°10'
5
0
"
L
=
6
0
Δ
=12
°
1
0'5
0"
L=60
Δ=12°10'50"130L=24
Δ=4°57'05"130OUTLOT D
134133134L=44
Δ=4°42'42"
L=12
Δ=3°05'18"
L=86Δ=22°30'11"
L
=
1
2
5Δ=3
2
°
3
7
'0
0
"130130130130
131 65
68
68L=1 0 2
Δ=37°32 '2 1 "L=141Δ =5 2 °0 0 '0 2 "
L =3 9
Δ =1 4 °2 7 '4 1"23 55 55 55 55 55 55 55 55 55 38
555
24555555555555
117
84
L=8 6 .2 2
Δ=52 °0 0 '0 2 "
555
L=27
Δ=7°02'41"
L =7 0 .5 0
Δ =1 8 °2 1 '3 6 "
L =4 3
Δ =1 1 °1 8 '5 4 "L =4 3 .6 5
Δ =3 °2 0 '0 5 "
L =5 1 .6 5
Δ =4 °1 7 '2 1 "L=12Δ=2°26
'30
"
L =5 0Δ=1 0 °1 8 '5 9 "L=27Δ=5°36'07"L =8 9 .7 2
Δ =1 8 °2 1 '3 6 "1311331341351371381391401411436249
10156
55
56
55
56
55
56
55
56
55
58
55555555
54
7732
55
14415220017316115514760
9
28
57 56
70
56
19 55
55131131132144156166 1671681671651621591551521481441411376356565656565755
L =5 6
Δ =1°0 5 '0 6 "
L =5 8
Δ =1°0 7 '2 5 "
L =5 7
Δ =1°0 6 '16 "
L =5 8
Δ =1°0 6 '5 9 "
L =5 8
Δ =1°0 6 '5 9 "
L =5 8
Δ =1°0 6 '5 9 "
L =5 8
Δ =1°0 6 '5 9 "
L =5 8
Δ =1°0 6 '5 9 "
L =5 8Δ=1 °0 6 '5 9 "
L =5 8Δ=1 °0 6 '5 9 "
L =6 7Δ=1 °1 7 '4 0 "
402
L =6 4 4 Δ =12 °2 5 '18 "L=136Δ=9°23'33"L=97
.93Δ=6°45'38
"L=59Δ=10
°32'28"L=151Δ=27°03'46"L=92Δ=16°31'18"39130130135140145150154159164166157131
13113834 668818816215715314914414013513214059
55
100
14
55
62
55
68
55
55
5555
55
55
55
55
55
55
3555
2440
24
L
=
1
0
2
Δ
=
1
0
°
5
9'37
"L
=
5
2Δ=
5
°
4
0
'
3
1
"L=52Δ=5°37'34"
L
=
2
0
6Δ
=
2
2
°
1
7
'
4
2
"
L=26
Δ=6°
5
3'
1
4"
L
=
116
Δ
=
3
0
°1
7'11"L
=
2
81
Δ=73°08'53"
L=86Δ=22°30'11"
L =5 2
Δ =13 °2 8 '1 8 "22
55
55
55
55
55
55
55
55
68
530
08"OUTLOT CL=48Δ=9°46'31"L=15
Δ=0°24'46"
1
3
0
62 163
46
55 1041332964
64
82
67
67
67
127
223
7
1
7167878
7
87
87
67
111 32L=19
Δ=8°50'34"
57
57
5
7
5
7
57L
=61Δ=7°29'25"
L
=
7
9
Δ
=9°
4
0
'
3
3
"
L
=
7
9
Δ
=
9°4
0'3
3
"
L=79
Δ=9°40'33"
L=79
Δ=9°40'33"
L=44
Δ=5°21'37"
L=18
Δ=3°40'50"
L=423
Δ
=51°3
3'1
6"
L
=
1
5
0
Δ
=
3
0
°
4
1'0
0"202
63
63
63
66
65
65
65
65
65
65
65
455153915L=56Δ=4°08'46"L=73Δ=5°26'15"L=73Δ=5°26'15"32616275112
55
62
676826553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
25 PRELIMINARY PLAT
300 26553 25
0
SCALE IN FEET
60 120
KH
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
25 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
233 234
235
238
237
273
211209
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
S89°15'25"E 1278.33
S00°03'59"E 1326.83Electric Transmission
Easement
Per Doc. No. 122470
1/2" Iron (2)
Capped1/2 " Iron (3)
RLS 43933
NW Corner
SW 1/4 - NE 1/4
Sec. 36-33-26
W WWWWWWWWWWWWWWWWW
WWWWWWWWW
W
W WWW
W
W
W WW WWWWWW W WWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
W WWWWWW
Wet
Land
Wet Land
Wet Land
Wet Land
Wet Land Wet Land65
13013065
65
13065
13065
13048
L=23
Δ=3°29'46"130L=114Δ=7°50'42"L=70Δ=10°33'11"
L =1 3 4 Δ =11°0 5 '4 5 "133130L =6 8
Δ =5 °13 '4 9 "
L =1 2 1 Δ =9 °1 3 '4 5 "L=58Δ=15°08'25"129
130
130
L=24
Δ=6°10'15"
130
L=136Δ=9°23'33"102 L=82Δ=21°18'40"54L=279Δ=20°44'09"545
L =1 8 9 Δ =1 4 °2 7 '3 4 "
L =8 4
Δ =13 °0 4 '19 "130L=84
Δ =13°04'19"130130L=61Δ=8°10'34"129L =61
Δ =8°10'34"140L =7 2
Δ =9 °3 1'5 4 "
L=23
Δ=1°52'20"
L =4 0
Δ =6 °5 8 '4 4 "133L =6 0Δ=1 0 °2 8 '1 8 "130L =6 0Δ=1 0 °2 8 '1 8 "1301
3
0
L =6 0Δ=1 0 °2 8 '1 8 "L=58Δ =10°08'25"L=2Δ=0°13'58"
1
3
0
L=36
Δ=4°23'03"
L=30
Δ=17°12'26"1
5
1
L=35
Δ=20°17'30"
L =3 9Δ=3 8 °3 4'05"1
3
0
1
3
0
1
3
0
L=36Δ=3°54'50"L=37Δ=7°53'46"130L =9 5
Δ =2 0 °0 8 '0 4 "L =9 7
Δ =2 0 °3 0 '1 3 "
130
L=53Δ=52°27'09"130L
=52Δ
=
5
1
°17'00"130L =52
Δ =5 1°17'00"1
3
9
L=56Δ=55°33'2 3 "
L=8
Δ=4°50'49"L=49Δ=28°00'22"L=18Δ
=
1
°
5
4
'
4
2
"
L=134 Δ=7°27'16"
369
L=31 Δ=4°47'39"
L =2 2 2 Δ =3 4 °26'03"
L =214 Δ =28°29'07"L=20 Δ=2°36'05"
L=10 Δ=0°34'05"
L=144 Δ=8°01'21"
L=155 Δ=9°09'06"
176
177
L=168 Δ =9°15 '0 7 "25L=129.3 4
Δ=7°38'23"38369.
3
1
130
L=179Δ=27°03'46"39L=73.02Δ=5°26'
0
0
"
L =1 5 6 Δ =12 °5 8 '0 4 "L=109Δ=16°30'35"16
OHLOHLOHLOHLOHLOHLOHLOUTLOT G
L=60
Δ=21°18'40"32L=77Δ=5°42'54"
L =2 2 9 Δ =4 8 °3 2 '0 3 "L =2 8 0 Δ =4 8 °3 2 '0 3 "L=53.89Δ=5°49'31"L =6 5 .4 5
Δ =3 7 °2 9 '5 6 "L=57.34Δ=32°51'12"L =2 5 2 Δ=2
4
9
°08'37"L=37.87Δ=4°37'01"71917OUTLOT E
38
24
L=27
Δ=7°02'41"
L =7 0 .5 0
Δ =1 8 °2 1 '3 6 "
L =4 3
Δ =1 1 °1 8 '5 4 "L =4 3 .6 5
Δ =3 °2 0 '0 5 "
L =5 1 .6 5
Δ =4 °1 7 '2 1 "L=12Δ=2°26
'30
"
L =5 0Δ=1 0 °1 8 '5 9 "L=27Δ=5°36'07"L =8 9 .7 2
Δ =1 8 °2 1 '3 6 "1311336249
101
63
L=136Δ=9°23'33"L=97.93Δ=6°45'
3
8
"L=59Δ=10°32'28"L=151Δ=27°03'46"L=92Δ=16°31'18"3913013013514014513513214059
55
100
14
55
62
55
68
55
55
55
55
55
55
55
68
530
OUTLOT F1041332932L=19
Δ=8°50'34"
65
65
65
65
65
455153915L=56Δ=4°08'46"L=73Δ=5°26'15"L=73Δ=5°26'15"32616275112
50
49 64685959
83
83
8
3
83818166
71
8484
84
93
84
96655
121
81
80
161
60
16601662
55 55
34526553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
26 PRELIMINARY PLAT
300 26553 26
0
SCALE IN FEET
60 120
KH
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40
29
22
31 46
50
53
180
185
187
84
88
56
55
54
81
59
78
61
79
60
80
82
57
58
83
166
155
151
156
157
158 159
164
85
8687
20
21
25
16
19
23
24
26
27
28
30
51
52
49
48
47
154
153 152
160 161
162
163
165
189
188
186
184183182
181
15
18
17
63
62
143
144
145
150
149
148
147
146
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
N00°22'24"W 1335.49W 1/4 Corner
Sec. 36-33-26
Found 1 1/2" Iron
WW
WW
W
W
WWW
W
W WWWWWWWWW
WWWWWWWWWWWW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWet Land
Wet Land
Wet Lan
d
Wet Land
Wet Land
Wet Land
1
3 LΔ=5°L=52Δ=5°40'31"L=52Δ=5°40'31"L=52Δ=5°40'31"L=51Δ=8°10'37"L=51Δ=8°10'37"L
=51Δ=
8
°10'37"
130 L=78Δ=14°57'30"
4
5
5
8
L=6
Δ=1°06'09"L=375Δ=71°39'43"L=450Δ=71°39'43"L=91Δ=17°19'38"130
131
131
L=91Δ=17°19'38"130
L=91Δ=17°19'38"130
L=19
Δ=3°37'09"L=48Δ=5°09'07"130
130 L=62Δ=6°42'19"130 L=62Δ=6°42'19"L=82Δ=9°59'21"L=42
Δ=5°05'49"L=47Δ=5°45'55"L=51Δ=8°10'37"L=51Δ=8°10'37"L=51Δ=8°10'37"L=51Δ=8°10'37"L=52Δ=5°40'31"L=31
Δ=3°20'18"235564131L=21.76
Δ=1°12'38"
L =4 8
Δ =5 °5 4 '1 5 "
L =6 6
Δ =8 °0 4 '5 2 "L=6 6
Δ =8°0 4 '5 2 "
L =7 9
Δ =4 °2 4 '5 7 "136130 L=62Δ=6°42'19"130 L=62Δ=6°42'19"130 L=62Δ=6°42'19"L=34
Δ=3°43'26"
L=33
Δ=4°04'58"
130
L=79Δ=9°40'33"130
L=2
Δ=0°10'50"
130L=108Δ=13°08'03"130
L=21
Δ=2°15'04"L=51Δ=6°10'55"130L=62Δ=6°42'19"130L=62Δ=6°42'19"130 L=49Δ=5°58'01"25130 65130 65133 30L=49Δ=5°19'04"130
1'23"130
8"129L=44Δ=5°19'04"29130651306513026L=38Δ=4°03'49"130L =7 1Δ=4 °1 2 '3 1 "130L =7 1Δ=4 °1 2 '3 1 "130L =7 1Δ=4 °1 2 '3 1 "130L =7 1
Δ =4 °12 '3 1"130L=11
Δ=0°40'24"
L =5 1
Δ =5 °3 3 '3 8 "130L =6 2Δ=6 °4 2 '1 9 "130L =6 2Δ=6 °4 2 '1 9 "130L =6 2Δ=6 °4 2 '1 9 "130L =6 2Δ=6 °4 2 '1 9 "1
3
0
L =6 2Δ =6 °4 2 '1 9"Δ
L=64Δ =1°48'44"L=19
Δ=0°31'24"
L =56Δ =6 °48'05"L =7 9
Δ =9 °4 0 '3 3 "L =7 9
Δ =9 °4 0 '3 3 "
L =7 9
Δ =9 °4 0 '3 3 "L =4 1
Δ =5 °0 1'2 4 "
L=29
Δ=1°37'34"
L =6 3
Δ =3 °3 1'4 6 "L =6 3
Δ =3 °3 1 '4 6 "L =6 3
Δ =3 °3 1 '2 2 "
L=20
Δ=2°09'45"
L=20
Δ=2°26'20"267L=321Δ=34°43'19"273L =2 9 9 Δ =1 6 °3 7 '2 4 "
L =3 5 9 Δ =2 1 °11 '2 5 "
L =3 3 5 Δ =4 0 °5 1 '0 9 "L =3 7 8 Δ =4 0 °5 1 '0 9 "L =2 8 9 Δ =3 5 °1 4 '4 1 "
L =3 2 6 Δ =3 5 °1 4 '4 1"
130
133
L=158Δ=19°18'58"L=129Δ=15°45'16"L=392Δ=42°24'08"L=162Δ=19°43'32"L=182Δ=19°43'32"1851856Δ=41°40'36"Δ=41°40'36"L =6 2 .3 5
Δ =3 °4 0 '5 9 "130L=16
Δ=1°45'55"L=Δ =1°26'L =3 2 4 Δ =3 5 °0 3 '5 0 "
OUTLOT H
130
130
137
26 20
46
141
130
130
60697161130
130
L =2 3 3 Δ =9 °4 1 '5 7 "
L =1 3 3 Δ =5 °3 1 '4 7 "
L =1 0 0 Δ =4 °1 0 '0 9 "
L=4
Δ=2°26'04"
L =5 7 .3 4
Δ =3 2 °5 1 '1 6 "L =5 3
Δ =3 0 °2 5 '1 3 "L=16
Δ=15°53'37"
L =49
Δ =4 8°47'40"
L
=
4
4
Δ=43
°2
7
'
0
8"L=42Δ=41°17'24"L =2 52
Δ
=
2
49°10'43"196149130130
130
132
144
139
143
15370676372
5648162
150
14
8
166 284775134130133275313050L =6 6
Δ =8 °0 4 '5 2 "
OUTLOT A
130130130130131130130130
1
3
0
1
3
0
16146140158158158130130
L=44Δ =43°27'08"L=5 7
Δ=56°17 '4 7 "
L =64.04Δ=3 6°41'40"
L=7
Δ=0°17'48"
L =6 9Δ=3 °0 1 '1 4 "
L =6 9Δ=3 °0 1 '1 4 "
L =7 9Δ=3 °2 5 '0 6 "
L =2 2 4 Δ =9 °4 5 '2 2 "
L =64
Δ =3 6°41'40"OUTLOT C
OUTLOT JL=51Δ=8°10'37"L=13
Δ=2°05'44"
1
3
0
48
96
48
48
125 77
OUTLOT J
129 130171
343
1107669
13077
58 6570L=116Δ=14°07'54"L=79Δ=9°40'3L=202Δ=24°38'06"605771675151517077777777776757606565912216165657219177776362482464521562
62
62 62 74
77
77
77
77677171686857
57
43 60146371
71
72
79
77
45
50
61
21
26
11
555
1
68
188
26553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
27 PRELIMINARY PLAT
300 26553 27
0
SCALE IN FEET
60 120
KH
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
27 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40
185
187
190
199
195
202
203
204
205
206
168
167
166
151
159
164
152
160 161
162
163
165
193
192
191
189
188
186
184183182
201
200
198
197
196
194150
149
148
147
146
169
WW
WWW
W
WWW
W
W W
W
W
W
W
W W WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW WW
W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WWWWWWW
WW
WWWW
W
WW
WWet Land
Wet Land
Wet Land
Wet Land
Wet Land
Wet Land
Wet Land
L =6 4
Δ =1 °4 8 '4 4 "
L =6 4
Δ =1 °4 8 '4 4 "L =2 9 6 Δ =8 °2 1 '4 2 "130L =6 8Δ=1 °5 8 '3 3 "130L =4 4Δ=1 °1 6 '2 9 "
L=24
Δ=6°45'57"132L=73Δ =20°16'46"155L=36
Δ=7°27'17"164L=50Δ=13°51'30"L =7 4
Δ =15°10 '18 "13642
130L =3 7Δ=7 °3 2 '1 1 "
65
13065
130130130130L=147 Δ =3 0 °0 9 '4 6 "
L =1 0 3
Δ =40°41'53"L =146Δ=40°54'12"L =5 8 6 Δ =1 6 °3 2 '4 8 "L =5 6 9 Δ =1 6 °3 2 '4 8 "130=7 1
1 2 '3 1 "130L =7 1
Δ =4 °12 '3 1"130L=11
Δ=0°40'24"
L =5 1
Δ =5 °3 3 '3 8 "130L =6 2Δ=6 °4 2 '1 9 "130L =6 2Δ=6 °4 2 '1 9 "130L =6 2Δ=6 °4 2 '1 9 "130L =6 2Δ=6 °4 2 '1 9 "1
3
0
L =6 2Δ=6 °4 2 '19 "L =64
Δ =1°48'44"L=64Δ =1°48'44"L=19
Δ=0°31'24"L=56Δ =6 °48'05"L =7 9
Δ =9 °4 0 '3 3 "L =7 9
Δ =9 °4 0 '3 3 "
L =7 9
Δ =9 °4 0 '3 3 "L =4 1
Δ =5 °0 1'2 4 "
L=29
Δ=1°37'34"
L =6 3
Δ =3 °3 1'4 6 "
4 6 "
2 4 "
"
L =3 3 5 Δ =4 0 °5 1 '0 9 "L =3 7 8 Δ =4 0 °5 1 '0 9 "1
3
0
L=16
Δ=1°45'55"L=50Δ =1°26'29"1
3
0L=68Δ =1°58'33"13
0L=68Δ =1 °58'3 3"130L =6 8Δ=1 °5 8 '3 3 "130L =6 8Δ=1 °5 8 '3 3 "130L =6 8Δ=1 °5 8 '3 3 "L =6 8Δ=1 °5 8 '3 3 "OUTLOT G
5 7 .3 4
2 °5 1 '1 6 "3
°2 5 '1 3 "L=16
Δ=15°53'37"
L =49
Δ =4 8 °47'40"
L
=
4
4
Δ=4
3
°
2
7
'
0
8"L=42Δ=41°17'24"L =2 52
Δ
=
2
49°10'43"149130130 13413313468
1301301311301301301
3
0
1
3
0
16146140130130
L=44Δ =4 3°27'08"L=5 7
Δ=56°17 '4 7 "
6 4.04
°41'40"
Δ=0°17'48"
64
41'40"OUTLOT C
OUTLOT J
L=15
Δ=0°24'46"
1
3
0
171
127
223
7
1
716763
63
63
66
65
65
65
65
65
65
65
455
482464521562 62 74
77
77
77
77677171686857
57
43 60146371
77
4521
26
77 676363
63
63
63
63
63
5
1
OUTLOT F
68
188
1
4
3
539
337
7994
L=122Δ=37
°
1
0'3
1"
60 55
35 32726553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
28 PRELIMINARY PLAT
300 26553 28
0
SCALE IN FEET
60 120
KH
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
28 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40
S00°10'01"E275.32N89°18'10"W 610.07
S00°10'01"E 660.08Iron
Capped
Iron
RLS 13057
2" Alum
Disk
Iron
RLS 13057
W
W
W
WWWWW WWW WW
W
W
W
W
W
W
W
W WWWWWWWWWWWWWWW
WWWWWWet Land
Wet Land
Wet Land
177
L=168 Δ =9°15 '07 "25OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOUTLOT G
{James R. & Sharon K. Sweazey}
OUTLOT F
60
327L =2 7 1 Δ =2 2 °5 9 '5 8 "L =1 1 7 Δ =3 9°20'08"345114
68L=38
Δ=6°34'29"
26553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
29 PRELIMINARY PLAT
300 26553 29
0
SCALE IN FEET
60 120
KH
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
LEGEND
>
>>IOHL
W
X
U
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
29 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40
29
31
41
42
44
46
50
39
26
27
28
30
45
43
40
51
52
49
48
47
32
33
34
35
36
37
38
N89°28'17"W 2625.45
N00°22'24"W 2670.98N00°22'24"W 1335.49Iron
RLS 23021
Iron
Capped
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2" Capped Iron WW
WWW
W
WWW
W
W WWWWWW
WWWWWWWWWWWWWWWWWWWWWW
W
W
W WWWWW WWWWWWWWWWWW W WWWWWW
Wet Land
Wet Land
Wet Land
Wet Land
Wet Land
Wet Land
130 L=34
Δ=3°43'26"
L=33
Δ=4°04'58"
130
L=79Δ=9°40'33"130
130
L=21
Δ=2°15'04"10'55"130L=62Δ=6°42'19"130L=62Δ=6°42'19"130 L=49Δ=5°58'01"25130 65130 65133 30L=49Δ=5°19'04"130
L=61Δ=6°36'23"130
130
L=84Δ=10°12'58"129L=44Δ=5°19'04"29130651306513026L=38Δ=4°03'49"L=20
Δ=2°09'45"
L=20
Δ=2°26'20"L=162Δ=19°43'32"L=182Δ=19°43'32"185185L=386Δ=41°40'36"L=342Δ=41°40'36"L=62Δ=6°42'19"130
L=62Δ=6°42'19"130
130 L=62Δ=6°42'19"L=62Δ=6°42'19"
130
L=7
Δ=0°46'07"L=99Δ=28°15'13"130
L=113Δ=32°21'53"95 L=100Δ=21°55'53"130L=59Δ=13°01'50"130L=59Δ=13°01'50"130L=31
Δ=6°49'59"
L=36
Δ=4°21'08"
130
130
L=79Δ=9°40'33"
130
L=79Δ=9°40'33"L=212Δ=60°37'06"L=249Δ=54°49'33"377 64 1954
Iron
RLS 23021
UU
U
EX SB-X>>OUTLOT H
OUTLOT A
OUTLOT J
135
OUTLOT J
129
171
343
1107669
130675760656591221 61656572191777724645215817777777743941078989725757555
1
68
188
26553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
30 PRELIMINARY PLAT
300 26553 30
0
SCALE IN FEET
60 120
KH
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
LEGEND
>
>>IOHL
W
X
U
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
30 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
---
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
NNW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40
S89°18'10"E 610.07
S00°10'01"E 1347.63N00°21'48"W 727.71Iron
Capped
Iron
RLS 13057
Iron
RLS 13057
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
W
W
W
W
W
W
W
W
W
W
W
Wet Land
Wet Land
1954 340340610
OHLOHLOHLOHLOHLOHLOHLOHL
OHLOHLOHLOUTLOT J
OUTLOT I
{James R. & Sharon K. Sweazey}1007.92162 68L=38
Δ=6°34'29"
180
L=79
Δ
=
6
4°36'14"136124
1311741502
0
6 224L =1 2 5 Δ =3 7 °5 8 '01"45 170 59L =4 2 4
Δ =129°16'17"155
26553 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\26553 PPLAT.DWGOF
-
2022-10-28
31 PRELIMINARY PLAT
300 26553 31
0
SCALE IN FEET
60 120
KH
---
---
Bituminous Surface
Concrete Surface
Gravel Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Overhead Utility Line
Water's Edge
Wet Land Edge
LEGEND
>
>>IOHL
W
X
U
Iron Monument Found
Light Pole
Transformer
Utility Pedestal
Utility Pole/Guy Wire
Hydrant
Water Valve
Manhole/Catch Basin
Post
Sign
Treeline
Fence
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONI HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DATE LIC. NO.XXXX-XX-XX 45817
MARK A. SCHWANZ
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
31 58
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4CSAH NO. 12 COUNTY HIGHWAY NO . 40
ROAD C
ROAD AROAD BBASIN C
100 YR HWL = 910.41
BASIN G
100 YR HWL = 917.42
BASIN E
100 YR HWL = 907.00
BASIN F
100 YR HWL = 906.50
BASIN D
100 YR HWL = 916.12
BASIN H
100 YR HWL = 914.50
100 YR HWL
113
119
112 111 110
118
92
100
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
OUTLOT B
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
OUTLOT D
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
ROAD D
ROAD FEM>>>>>>>>>>>>>>>>>>>>>>>>>>>WETWETWETWET
WETWE
T
WET
W
E
T
WETWETWE
T
WETWETWETW
W W
WWWWWW
WWWWWWWWWWWWWWWWWW WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W IIIIII>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII
IIITROTT BROOKTWIN LAKES PKWY
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>I
I
I
I
I>>>>>>>>>>>>LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 6 PRO SITE (PPLAT).DWG 58OF
32
-
2022-10-28
22-26553
32 SITE PLAN
300 26553 32
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8' BITUMINOUS TRAIL
60' ROW, TYP.
34' B2B, TYP.
LOT LINE, TYP.
6' CONCRETE WALK, TYP.
BITUMINOUS PAVEMENT, TYP.
28" SURMOUNTABLE CURB & GUTTER, TYP.
PROPERTY LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
20' REAR SETBACK, TYP.
25' FRONT SETBACK, TYP.
20' CORNER SIDE SETBACK, TYP.
7.5' SIDE SETBACK, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
15.21'
ROAD C
ROA
D
G 188TH
AVE
NW
ROAD E
IV
A
N
H
O
E
P
K
W
Y
BASIN G
100 YR HWL = 917.42
BASIN M
100 YR HWL = 922.96
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.34
BASIN L
100 YR HWL
288
276278277 275279280281282283284285286287
289
311
199
195
202
203
204
207
208
205
206
251
221
218
219
212
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
132
131
209
201
200
198
197
196
128
127
126
OUTLOT D
149
148
147
129
172
179
171
178
170
177
OUTLOT C
176
169
175
174
173
274
294
295
293
292
291
290>>>>>WETWETWETWETWETWET
WETWE
T
WET
WET
W
E
T
WETWETWETWWW>>I
I
>>>>IIIVANHOE ST188TH
AVE
NWIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>I
>
>>>>>>>>>>III I I I I I I I I I
I
I
>
>
>
>>>>>>>>>>>>>>LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 6 PRO SITE (PPLAT).DWG 58OF
33
-
2022-10-28
22-26553
33 SITE PLAN
300 26553 33
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
60' ROW, TYP.34' B2B, TYP.LOT LINE, TYP.
6' CONCRETE WALK, TYP.
BITUMINOUS PAVEMENT, TYP.
28" SURMOUNTABLE CURB & GUTTER, TYP.
PROPERTY LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
20' REAR SETBACK, TYP.
25' FRONT SETBACK, TYP.
20' CORNER SIDE SETBACK, TYP.
7.5' SIDE SETBACK, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.
188TH
AVE
NW
ROAD E
IVA
N
H
O
E
P
K
W
Y
BASIN M
100 YR HWL = 922.96
BASIN N
100 YR HWL = 922.04
BASIN Q
100 YR HWL = 918.21
BASIN R
100 YR HWL = 916.48
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
207
210
208
206
212
213
214
236
235
211209
OUTLOT E
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
Electric Transmission
Easement
Per Doc. No. 122470
OHLOHLOHLOHLOHLOHLOHLWETWETWET
WETWETW WWWWW
W
WWWWWWWW
W
W
W
W WW WWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWW
W
WWWWWIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40IIIIII>>>>>>>>>>>>>>>>>>>>LSIIIIIIIIIIIIII IIIIII>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
>>>>>
>>>>>>>>>>>>>II>II>II>II>II>II>II>II>LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 6 PRO SITE (PPLAT).DWG 58OF
34
-
2022-10-28
22-26553
34 SITE PLAN
300 26553 34
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8' BITUMINOUS TRAIL
60' ROW, TYP.34' B2B, TYP.LOT LINE, TYP.
6' CONCRETE WALK, TYP.
BITUMINOUS PAVEMENT, TYP.
B618 CURB & GUTTER AT CROSSING
PROPERTY LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
20' REAR SETBACK, TYP.
25' FRONT SETBACK, TYP.
20' CORNER SIDE SETBACK, TYP.
7.5' SIDE SETBACK, TYP.24' B2B AT CROSSINGR20'R20'
R20'
R20'
R20'
R20'
R20'R20'
28" SURMOUNTABLE CURB & GUTTER, TYP.
R25'
R25'71' ROW AT ENTRANCE12' ENTRANCE LANE
6' RAISED MEDIAN
12' TURN LANES
12' RIGHT TURN LANE
12' BYPASS LANE
10' TRAIL ALONG COUNTY ROAD (BY OTHERS)
DEVELOPMENT MONUMENT SIGN
R45'
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
R113'
R113'
12'
12'
25' WETLAND BUFFER, TYP.24.99'
ROAD G ROAD AROAD BBASIN B
100 YR HWL = 915.29
100 YR HWL
OUTLOT A
29
22
31
44
46
50
53
180
185
84
88
56
55
54
81
59
61
79
60
80
82
57
58
83
155
151
156
157
158 159
85
8687
OUTLOT H
20
21
25
16
19
23
24
26
27
28
30
45
51
52
49
48
47
154
153 152
160 161
162
186
184183182
181
18
17
32
33
144
145
150
149
148
ROAD F
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
WETWETWET
WET
WET
WE
T
WETWE
T
WETWETWET
WET
WETWETWETWETWETWET
WET
WET
WETWETWETWETWET
WET
WET
FP100FP100 FP100 FP100W
W
W
W WWW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWETWET
WETWETWETIII ITROTT BROOK>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>I
I
I
I
I
I
I
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 6 PRO SITE (PPLAT).DWG 58OF
35
-
2022-10-28
22-26553
35 SITE PLAN
300 26553 35
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8' BITUMINOUS TRAIL, TYP.
60' ROW, T
Y
P
.
34' B2B, T
Y
P
.
LOT LINE, TYP.
6' CONCRETE WALK, TYP.
BITUMINOUS PAVEMENT, TYP.
28" SURMOUNTABLE CURB & GUTTER, TYP.
PROPERTY LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
20' REAR SETBACK, TYP.
25' FRONT SETBACK, TYP.
20' CORNER SIDE SETBACK, TYP.
7.5' SIDE SETBACK, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)POTENTIAL REAR DECK, TYP.
PROPOSED CITY PARK
CONNECT TO
EXISTING TRAIL
R113'
R113'R45'
25' WETLAND BUFFER, TYP.
7.24'
9.69'15.21'20'9'24'
ROA
D
G
BASIN K
100 YR HWL = 913.25
BASIN I
100 YR HWL = 911.34
BASIN J
100 YR HWL = 908.92
185
187
190
195
166
151
159
164
OUTLOT F
160 161
162
163
165
193
192
191
189
188
186
184183
198
197
196
194150
149
148
OUTLOT G
WETWETWETWETWETWETWET
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WETWETWETWETWET WE
TWETWETWETWETWET
WET
WET
WETWETWETWET
WET
FP100FP100FP100FP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP1
0
0
FP1
0
0
FP100
FP100
FP100 FP100WWWWWWWWWWW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW
W WWW
W W
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW W
W
W WWWW>>>>>>>>>>>>>>>IIIIIIIIIIIII>>
>>>>>>>>>>>>
>>
>>
>>>>>>>>I
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 6 PRO SITE (PPLAT).DWG 58OF
36
-
2022-10-28
22-26553
36 SITE PLAN
300 26553 36
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8' BITUMINOUS TRAIL60' ROW
,
TYP
.
3
4
'
B
2B
,
TYP
.
LOT LINE, TYP.
6' CONCRETE WALK, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
7.5' SIDE SETBACK, TYP.
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.
BASIN A
100 YR HWL = 908.79
41
42
44
39
45
43
40
32
33
34
35
36
37
38
XXWETWETWETWETWETWETWE
T
WET WET
W
E
T
FP100 FP100FP10
0
FP1
0
0 FP100FP100
FP100 FP100FP100 FP1
0
0 FP100FP100FP10
0
FP10
0
FP100 FP100FP100FP100FP100FP10
0 FP100
FP1
0
0 FP100FP100FP100FP100FP100FP
1
0
0
FP100FP100FP100F
P
1
0
0
FP100 FP100FP100
FP100 FP100 FP100FP100WW
W
W WWWW
W
WW
WWWWWWWWWXW
WWWWW>>UU
U
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W WW
W
W
W
W
W
W
W
WWETTROTT BROOKTRO
T
T
B
R
O
O
K
183
R
D
A
V
E
N
W >>>>>>IIII>>>>>>>>>>>>LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 6 PRO SITE (PPLAT).DWG 58OF
37
-
2022-10-28
22-26553
37 SITE PLAN
300 26553 37
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8' BITUMINOUS TRAIL
60' ROW,
T
Y
P.
34' B2B, TY
P
.
LOT LINE, TYP.
6' CONCRETE WALK, TYP.BITUMINOUS PAVEMENT, TYP.
28" SURMOUNTABLE CURB & GUTTER, TYP.
PROPERTY LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
20' REAR SETBACK, TYP.
25' FRONT SETBACK, TYP.
20' CORNER SIDE SETBACK, TYP.
7.5' SIDE SETBACK, TYP.
EXISTING 8' TRAIL SYSTEM
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.
22.99'
ROAD C
ROAD AROAD BBASIN C
100 YR HWL = 910.41
BASIN G
100 YR HWL = 917.42
BASIN E
100 YR HWL = 907.00
BASIN F
100 YR HWL = 906.50
BASIN D
100 YR HWL = 916.12
BASIN H
100 YR HWL = 914.50
100 YR HWL
113
119
112 111 110
118
92
100
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
OUTLOT B
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
OUTLOT D
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
ROAD D
ROAD FEM>>>>>>>>>>>>>>>>>>>>>>>>>>>D&U EasementPer Doc. No. 618644R/W Easement
Per Doc. No. 618646
WETWETWETWET
WETWE
T
WET
W
E
T
WETWETWE
T
WETWETWETW
W W
WWWWWW
WWWWWWWWWWWWWWWWWW WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W IIIIII>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII
III<II<II
<IITROTT BROOKTWIN LAKES PKWY
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>I
I
I
I
I>>>>>>>>>>>>S-1054
S-1053
S-1040
S-1052
S-1039
S-1051
S-1038
S-1049
S-1048
S-1031
S-1030
S-1001
S-1037
S-1050
S-1036
SP-1002 (10" @ 0.30%)S
P
-
1
0
0
1
(
1
0
"
@
0
.
3
0%
)
SP-1031 (
8
"
@
1
.
1
0
%
)SP-1030 (8" @ 1.28%)SP-1032 (8" @ 0.42
%
)SP-1040 (8" @ 0.34%)SP-1039 (8" @ 7.73%)SP-1038 (8" @ 0.62%)SP-1037 (8" @ 4.01%)SP-1049 (8" @ 0.70%)SP-1048 (8" @ 0.82%)SP-1054 (8" @
-
3
.
7
5
%
)
SP-1053 (8" @ 1.49%)
SP-1052 (8" @ 1.49%)SP-1051 (8" @ 3.35%)
ST--227
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 7 UTILITY SAN-WTR (PPLAT).DWG 58OF
38
-
2022-10-28
22-26553
38 UTILITY PLAN
300 26553 38
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
6-IN SUBDRAIN
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
SANITARY SEWER FORCEMAIN
WATER MAIN
NOTE:
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
>>>>
>><IIII>IIEXISTING 12" SANITARY SEWER
EXISTING 12" WATERMAIN
8" WATERMAIN
EX 12" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
12" TO 8" REDUCER
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
EX LIFT STATION
EX FORCEMAIN
STORM SEWER, TYP.
HYDRANT AND VALVE
CONNECT TO EXISTING 12" WATERMAIN
CONNECT TO EXISTING 12" WATERMAIN
ROAD C
ROA
D
G 188TH
AVE
NW
ROAD E
IV
A
N
H
O
E
P
K
W
Y
BASIN G
100 YR HWL = 917.42
BASIN M
100 YR HWL = 922.96
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.34
BASIN L
100 YR HWL
288
276278277 275279280281282283284285286287
289
311
199
195
202
203
204
207
208
205
206
251
221
218
219
212
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
132
131
209
201
200
198
197
196
128
127
126
OUTLOT D
149
148
147
129
172
179
171
178
170
177
OUTLOT C
176
169
175
174
173
274
294
295
293
292
291
290>>>>>WETWETWETWETWETWET
WETWE
T
WET
WET
W
E
T
WETWETWETWWW>>I
I
>>>>IIIVANHOE ST188TH
AVE
NWIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>I
>
>>>>>>>>>>III I I I I I I I I I
I
I
>
>
>
>>>>>>>>>>>>>>S-1054
S-1055
S-1043
S-1042
S-1056
S-1066
S-1044
S-1057
S-1045
S-1065
S-1015
S-1046
S-1035
S-1016
S-1047
S-1067
S-1064
S-1017
S-1063
S-1014S-1013
S-1018
S-1062
S-1019
S-1012
SP-1020 (10" @ 0.30
%
)
SP-1018 (1
0
"
@
0
.
3
0
%
)
SP-1017 (10" @ 0.30%)
SP-1016 (10" @ 0.30%)SP-1015 (10" @ 0.30%)SP-1014 (10"
@ 0.30
%)
SP-1013 (10"
@ 0.30
%)
SP-1019 (1
0
"
@
0
.
3
0
%
)
SP-
1
0
3
5
(
8
"
@
0
.
5
0
%
)
S
P
-
1
0
4
6
(
8
"
@
0
.
5
7%
)
S
P
-
1
0
4
5
(
8
"
@
0
.
5
5
%
)
SP-
1
0
4
4
(
8
"
@
0
.
6
9
%
)
SP
-
1
0
4
3
(
8
"
@
0
.
5
0
%
)
SP-1042
(
8
"
@
0
.
5
0
%
)
SP-1047 (8" @ 0.32%)
SP-1067 (8" @
0
.
5
0
%
)SP-1065
(8
"
@
1
.68%
)SP-1066 (8" @ 1.68%)SP-1057 (8" @ 0.90%)SP-1056 (8" @ 0.50%)
SP-1055 (8" @ 0
.
5
0
%
)
SP-1054 (8" @
-
3
.
7
5
%
)
S
P
-
1
0
6
4
(
8
"
@
1
.
6
8%
)SP-1063
(8
"
@
1
.67%
)SP-1062 (8" @ 3.48%)ST--227 P-
-
1
8
7
7
7
'
x
8
"
@
0
.
5
0
%P--183 56'x8" @ 0.50%ST--222
P--182
8
9'
x
8"
@
0.
5
0
%
ST--221
P--181 (1) 280'x8" @ 0.50%
ST--223 ST--220
P--180 256'x8" @ 0.50%
ST--219
P--179 80'x
8
"
@
0
.
5
0
%
P--184 7
8'
x
8
"
@
0.
5
0
%
ST--218
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 7 UTILITY SAN-WTR (PPLAT).DWG 58OF
39
-
2022-10-28
22-26553
39 UTILITY PLAN
300 26553 39
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8" WATERMAIN
EX 12" WATERMAIN
12" TO 8" REDUCER
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
STORM SEWER, TYP.
3- 4'x2' BOX CULVERTS
188TH
AVE
NW
ROAD E
IVA
N
H
O
E
P
K
W
Y
BASIN M
100 YR HWL = 922.96
BASIN N
100 YR HWL = 922.04
BASIN Q
100 YR HWL = 918.21
BASIN R
100 YR HWL = 916.48
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
207
210
208
206
212
213
214
236
235
211209
OUTLOT E
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
Electric Transmission
Easement
Per Doc. No. 122470
OHLOHLOHLOHLOHLOHLOHLWETWETWET
WETWETW WWWWW
W
WWWWWWWW
W
W
W
W WW WWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWW
W
WWWWWIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40IIIIII>>>>>>>>>>>>>>>>>>>>LSIIIIIIIIIIIIII IIIIII>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
>>>>>
>>>>>>>>>>>>>II>II>II>II>II>II>II>II>S-1070
S-1067 S-1068
S-1064
S-1069
S-1063
S-1018
S-1062
S-1019
S-1020
S-1071
S-1072
S-1021
SP-1021 (10" @
0
.
3
0
%
)SP-1020 (10" @ 0.30
%
)
SP-1019 (1
0
"
@
0
.
3
0
%
)SP-1070 (8" @ 0.50
%)
SP-1068 (8" @ 0.50%
)
SP-1067 (8" @
0
.
5
0
%
)SP-1065
(8
"
@
1
.68%
)SP-1066 (8" @ 1.68%)SP-10
6
9 (
8"
@
0.
5
0
%)
S
P
-
1
0
6
4
(
8
"
@
1
.
6
8%
)SP-1063
(8
"
@
1
.67%
)SP-1062 (8" @ 3.48%)SP-1073 (8" @ 0.50%)
SP-1072 (8" @ 0.54%)
SP-1097 (8" @ 4.50%)
P--179 80'x
8
"
@
0
.
5
0
%
P--184 7
8'
x
8
"
@
0.
5
0
%
ST--218
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 7 UTILITY SAN-WTR (PPLAT).DWG 58OF
40
-
2022-10-28
22-26553
40 UTILITY PLAN
300 26553 40
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
SANITARY FORCEMAIN
LIFT STATION
EXISTING 16" WATERMAIN
HYDRANT AND VALVE
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
6'x3' BOX CULVERT
ROAD G ROAD AROAD BBASIN B
100 YR HWL = 915.29
100 YR HWL
OUTLOT A
29
22
31
44
46
50
53
180
185
84
88
56
55
54
81
59
61
79
60
80
82
57
58
83
155
151
156
157
158 159
85
8687
OUTLOT H
20
21
25
16
19
23
24
26
27
28
30
45
51
52
49
48
47
154
153 152
160 161
162
186
184183182
181
18
17
32
33
144
145
150
149
148
ROAD F
R=922.16
I=
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
WETWETWET
WET
WET
WE
T
WETWE
T
WETWETWET
WET
WETWETWETWETWETWET
WET
WET
WETWETWETWETWET
WET
WET
FP100FP100 FP100 FP100W
W
W
W WWW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWETWET
WETWETWETIII I<II
<II <II<II<IITROTT BROOK>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>I
I
I
I
I
I
I
S-1003
S-1002
S-1004
S-1022
S-1005
S-1032
S-1006
S-1031
S-1030
S-1001
S-1029
S-1023
S-1007
S-1008
S-1009
S-1024
S-1010
S-1025
SP-101
1 (
1
0"
@
0.
3
0
%)
SP-1010 (10" @ 0.30
%
)
SP-1009 (1
0
"
@
0
.
3
0
%
)
SP-1008 (10" @ 0.30%)
SP-1006 (10" @ 0.30%)
SP-1005 (
1
0
"
@
0
.
3
0
%
)SP-1004 (10" @ 0.30%)SP-1003 (10" @ 0.30%)SP-1002 (10" @ 0.30%)SP
-
1
0
0
1
(
1
0
"
@
0
.
3
0%
)
SP-1007 (10
"
@
0
.
3
0
%
)SP-1026 (8" @ 0.50%)SP-1025 (8" @ 0.50%)SP-1024 (8" @ 0.50%)SP-1023 (8" @ 0.50%)SP-1022 (8" @ 0.50%)SP-1031 (
8
"
@
1
.
1
0
%
)SP-1030 (8" @ 1.28%)SP-1029 (8" @ 2.00%)SP-1032 (8" @ 0.42
%
)SP-1049 (8" @ 0.70%)LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 7 UTILITY SAN-WTR (PPLAT).DWG 58OF
41
-
2022-10-28
22-26553
41 UTILITY PLAN
300 26553 41
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
EXISTING FORCEMAIN
EXISTING 12" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
ROA
D
G
BASIN K
100 YR HWL = 913.25
BASIN I
100 YR HWL = 911.34
BASIN J
100 YR HWL = 908.92
185
187
190
195
166
151
159
164
OUTLOT F
160 161
162
163
165
193
192
191
189
188
186
184183
198
197
196
194150
149
148
OUTLOT G
WETWETWETWETWETWETWET
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WETWETWETWETWET WE
TWETWETWETWETWET
WET
WET
WETWETWETWET
WET
FP100FP100FP100FP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP1
0
0
FP1
0
0
FP100
FP100
FP100 FP100WWWWWWWWWWW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW
W WWW
W W
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW W
W
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>>>>>>>>>>>>
>>
>>
>>>>>>>>I
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S-1032
S-1012
S-1010
S-1011
SP-1013 (10"
@ 0.30
%)SP-1012 (10" @ 0.30
%)
SP-101
1 (
1
0"
@
0.
3
0
%)
SP-1010 (10" @ 0.30
%
)
LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 7 UTILITY SAN-WTR (PPLAT).DWG 58OF
42
-
2022-10-28
22-26553
42 UTILITY PLAN
300 26553 42
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
3- 4'x2' BOX CULVERTS
3- 4'x2' BOX CULVERTS
BASIN A
100 YR HWL = 908.79
41
42
44
39
45
43
40
32
33
34
35
36
37
38
XXWETWETWETWETWETWETWE
T
WET WET
W
E
T
FP100 FP100FP10
0
FP1
0
0 FP100FP100
FP100 FP100FP100 FP1
0
0 FP100FP100FP10
0
FP10
0
FP100 FP100FP100FP100FP100FP10
0 FP100
FP1
0
0 FP100FP100FP100FP100FP100FP
1
0
0
FP100FP100FP100F
P
1
0
0
FP100 FP100FP100
FP100 FP100 FP100FP100WW
W
W WWWW
W
WW
WWWWWWWWWXW
WWWWW>>UU
U
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
WWETTROTT BROOKTRO
T
T
B
R
O
O
K
183
R
D
A
V
E
N
W >>>>>>IIII>>>>>>>>>>>>S-1026
S-1025
S-1027
S-1028 SP-1028 (8" @ 0.50%)SP-1
027
(8
"
@
0
.5
0%
)SP-1026 (8" @ 0.50%)SP-1025 (8" @ 0.50%)LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 7 UTILITY SAN-WTR (PPLAT).DWG 58OF
43
-
2022-10-28
22-26553
43 UTILITY PLAN
300 26553 43
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
ROAD C
ROAD AROAD BBASIN C
100 YR HWL = 910.41
BASIN G
100 YR HWL = 917.42
BASIN E
100 YR HWL = 907.00
BASIN F
100 YR HWL = 906.50
BASIN D
100 YR HWL = 916.12
BASIN H
100 YR HWL = 914.50
100 YR HWL
113
119
112 111 110
118
92
100
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
OUTLOT B
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
OUTLOT D
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
ROAD D
ROAD FEMR/W Easement
Per Doc. No. 618646
WETWETWETWET
WETWE
T
WET
W
E
T
WETWETWE
T
WETWETWETW
W W
WWWWWW
WWWWWWWWWWWWWWWWWW WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W >>>>>>>>>>>>TROTT BROOKTWIN LAKES PKWY
9109109
1
0910 910920920920920920 920920 9309049
0
4
9
0
4904 90490490490490690690
8908908 908 9089
1
2 9129129
1
4914914 914914914914914914914914914914 91491491491491691691
6
9
1
6916916916 9
1
69169
1
6916916 91
69189189189189
1
8 922924926928932934936938938938938
9
1
0 920920920930930902902904904904 904904906906 9
0
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1
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1
6 9169189
1
8 9189
1
8 91892292292
2
922922 9229229249249
2
492692692
6928928 928928932932
9109109109109109209209209
2
0
9209309309029029049049049069089129129
1
2914914 9
1
49169
1
6 916916 91
69189189189189189229229
2
2 9229229229249249249249249249269269269269
2
8928928 9289289289329329
1
0
9
1
0910 9
1
0910910 9109109109109109209209209209
2
0 9209309
3
09029029049049069069
0
8908 90
89089089089089
0
8 9089129129129149149169
1
69189189229229229229229229249249249249
2
4 9249269269269269289289289
2
89329
3
29349
3
4936936
91
0910 9109109
10 910910910910 9109
1
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1
091091092092092092093093090290290
2902904 90490490490690690690890
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2912 9
1
2
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1
2 9129149149149149169169169169
1
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910
910
902902902
90
2
902
90290290
2
9
0
2
902902902
902
902
902
902
904
9
0
4
90490
4904904
9049049
0
4
904
904
906
906
906906906
908
908
908
910
904904
904
9
0
4904904904904
906906
906906906906
906
906906906
906906906906
908908908908
908
912
91
0
9
2
0
92
0
920
92090
6
908
912
914
914916916916916916916916
91
691891891891891891891891891
8
9
1
8 920920
9209309
3
091291291291
2
914
914914
9
1
4914
914
916
916
9169189229229249
2
4924
92
4
924
924
924
924
926
9
2
6
9269
2
6
926926
928928928928
93293
2
932
9
3
2934934934934934
9
3
4
936936910
920
920
920
920
930930
912
914
9169
1
8
922922
922
922
924
924924
924
924924
926
92
6
926926926926926926928928
9289
2
8
928
9
2
8928928928
9
2
8
9329329109
1
0
910910910910910
910
91
0910910910910
910
9
2
0
920
920920920920920
912
912
9
1
2
91291
2
9149
1
4914914
914
91691
6
916
9189
1
8
918
922
924
9
2
4
924
924
924
9
1
0
910
920
93093
0
930930930940
9
4
0
906906
9069
0
6906906
906
906
906906906
90
6
906906908908
90
8
908
908908908
90890890
8908908
9
1
2912
91491491
4
916916916916
91
6
918
9
2
2
92
4
926
928
932
934
934
936
936
938
938942
942
944
944946946
113
119
112 111 110
118
92
100
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
OUTLOT B
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
OUTLOT D
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>I
I
I
I
I>>>>>>>>>>>>920914
9169169169189189189229209309229249269289329109209209089129129129149149149169189189229229
1
0
9
2
0
9
0
8
9
1
2
9
1
4
91
49
1
4
9
1
6
9
1
8
9229229229229
2
2
9
2
4
9
2
6910906908912914916918 92
0
9
3
0
916
91
6
918
9
2
2
9
2
4
9
2
6
9
2
8
9
3
2
9
3
4
920914
916
918
922
924
926
928
914
920916918 922
920
920916
9
1
6
9
1
8
918
92
2
920
9
1
4
9
1
6
9
1
8
922924910910906908 9349369
3
6
9049
0
6
9
0
8 915.17913.59916.03915.35914.66913.989
1
3
.
3
3
9
1
3
.
4
4 914.56916.46919.13916.91915.249
1
4
.
6
3912.88914.18912.56913.86912.23913.53911.91917.44918.74920.28921.59922.899
2
4
.
1
9 925.52926.90927.82927.69927.35927.04927.48928.66929.88931.10934.36914.80915.74916.03918.98920.80921.08921.34936.84935.73912.49911.93910.89908.13916.079
1
7
.
5
8907.96918.45907.82907.95918.77918.57905.99918.25905.67917.92907.44907.36917.50917.09907.31907.77916.76916.44909.44911.26916.23916.50911.35917.28911.44918.66913.12908.70919.93922.09910.68918.69920.42921.53922.64923.75924.86925.95927.70925.37919.00918.93917.89917.58916.23914.57917.84917.23918.62919.97921.33922.62923.35923.40923.42916.93919.239
1
9
.
8
7 920.97922.07922.95923.35922.52921.81919.89918.75918.63918.52917.34916.56916.66917.05918.17919.07918.28920.34918.44921.52920.10922.70922.76920.23919.04918.73923.00923.25918.28918.28923.48923.30918.58922.39921.33920.819
2
3
.
1
4
920.58923.47919.44917.94923.04917.36922.24915.71916.15915.99921.50916.42922.17921.52923.21916.02916.89924.19916.339
1
8
.
5
1
9
2
0
.
9
6
916.40916.61918.28927.67927.02927.64928.78929.94931.09931.75923.84922.51920.89LFE = 909.10GFE = 916.80LFE = 910.70GFE = 918.40LFE = 911.60GFE = 919.30LFE = 912.00GFE = 919.70LFE = 912.00GFE = 919.70LFE = 911.80GFE = 919.50LFE = 911.50GFE = 919.20LFE = 911.20GFE = 918.90LFE = 910.70GFE = 918.40LFE = 910.30GFE = 918.00LFE = 909.90GFE = 917.60LFE = 910.70GFE = 918.40LFE = 911.30GFE = 919.00GFE =
919
.50LFE =
911
.80
G
F
E
=
9
2
0
.
4
0
L
F
E
=
9
1
2
.
7
0
GF
E
=
9
2
3
.
0
0
L
F
E
=
9
1
5
.
3
0
GFE =
925
.30LFE =
917
.60LFE = 917.70GFE = 925.40LFE =
915
.70GFE =
923
.40
L
FE
=
9
1
4
.
5
0GFE
=
9
2
2
.
2
0
L
F
E
=
9
1
3
.
3
0
G
F
E
=
9
2
1
.
0
0
L
F
E
=
9
1
2
.
4
0
G
F
E
=
9
2
0
.
1
0GFE = 918.40LFE = 910.70GFE = 918.70LFE = 911.00LFE = 916.80GFE = 924.50LFE = 916.00GFE = 923.70LFE = 918.10GFE = 925.80LFE = 918.10GFE = 925.80LFE = 918.10GFE = 925.80GFE = 924.10
LFE = 916.40
GFE = 924.10
LFE = 916.40
GFE = 924.10
LFE = 916.40
GFE = 923.60
LFE = 915.90
GFE = 922.80
LFE = 915.10
LFE = 911.60
GFE = 919.30
LFE = 913.10
GFE = 920.80
LFE = 914.40
GFE = 922.10
LFE = 915.70
GFE = 923.40
LFE = 916.50
GFE = 924.20
LFE = 916.60
GFE = 924.30
LFE = 916.50
GFE = 924.20
GFE = 921.10
LFE = 913.40
GFE = 916.40
LFE = 908.70
LFE = 913.30
GFE = 921.00
LFE = 914.60
GFE = 922.30
LFE = 917.20
GFE = 924.90
LFE = 918.60
GFE = 926.30
LFE = 919.90
GFE = 927.60
LFE = 920.90
GFE = 928.60
LFE = 920.90
GFE = 928.60
LFE = 920.90
GFE = 928.60
LFE = 920.50
GFE = 928.20
LFE = 921.60
GFE = 929.30
LFE = 923.00
GFE = 930.70
LFE = 924.20
GFE = 931.90
LFE = 925.40
GFE = 933.10
LFE = 926.6
0
GFE = 934.3
0
GFE = 928.30
LFE = 920.60
GFE = 929.50
LFE = 921.80
GFE = 930.60
LFE = 922.90
GFE = 931.80
LFE = 924.10
GFE = 932.9
0
LFE = 925.2
0
GFE = 922.20
LFE = 914.50
GFE = 923.30
LFE = 915.60
GFE = 924.40
LFE = 916.70
GFE = 925.50
LFE = 917.80
GFE = 926.60
LFE = 918.90
GFE = 928.80
LFE = 921.10
LFE = 915.90
GFE = 923.60
GFE = 924.30LFE = 916.60GFE = 924.20LFE = 916.50GFE = 924.60LFE = 916.90GFE = 917.70
LFE = 910.00
GFE = 917.60
LFE = 909.90
GFE = 916.90
LFE = 909.20
GFE = 916.20
LFE = 908.50
GFE = 915.60
LFE = 907.90
GFE = 915.20
LFE = 907.50
GFE = 915.80
LFE = 908.10
GFE = 917.20
LFE = 909.50
GFE = 91
9.
6
0
LFE = 91
1
.
9
0
RGE = 916.22 RGE = 917.52 RGE = 917.42 RGE = 916.72 RGE = 916.02 RGE = 915.42 RGE = 915.02 RGE = 915.62 RGE = 917.02
RGE = 91
9.
4
2
918.44927.59922.71916.83RGE = 912.80 RGE = 914.10 RGE = 915.40 RGE = 916.70 RGE = 918.10 RGE = 919.40 RGE = 920.40 RGE = 920.40 RGE = 920.40 RGE = 920.00
RGE = 921.10
RGE = 922.50
RGE = 923.70
RGE = 924.90
RGE = 926.1
0
RGE = 916.10 RGE = 917.20 RGE = 918.30 RGE = 919.40 RGE = 920.50 RGE = 921.60 RGE = 923.80
RGE = 924.04RGE = 924.14RGE = 924.04RGE = 923.24RGE = 921.94RGE = 920.64RGE = 919.14
RGE = 924.7
0
RGE = 923.60
RGE = 922.40
RGE = 921.30
RGE = 920.00
916.77916.33915.57916.00RGE = 922.64 RGE = 923.44 RGE = 923.93 RGE = 923.94 RGE = 923.94
RGE = 918.24RGE = 918.54R
G
E
=
9
1
9
.
9
4
R
G
E
=
9
2
0
.
8
4
RGE
=
9
2
2
.
0
4
RGE =
923
.23RGE = 925.23RGE = 920.80RGE = 920.80RGE = 920.80RGE = 923.54RGE = 924.34RGE =
917
.10
RG
E
=
9
1
4
.
8
0
R
G
E
=
9
1
5
.
4
0RGE =
914
.50RGE = 914.00RGE = 913.40RGE = 912.60RGE = 909.80RGE = 910.20RGE = 910.70RGE = 911.00RGE = 911.30RGE = 911.50RGE = 911.50RGE = 911.10RGE = 910.20RGE = 911.80RGE = 924.12RGE = 924.02RGE = 919.60918.51HI
G
H
915.97LOW9
2
1
.
2
7LOW
923.24HIGH926.78LOW927.62HIGH932.99936.39HIGH9
2
8
.
7
4LOWOWOWOWOWO
WOWOWOWOLOLOLOLOLO
WOFBFBFB
F
B
F
BFBFB FB FB FB FB FB
LOLOLOFBFBFBFBFBFBFBFBFB
LOLOLOLOLOLOLO
FB
FBFBFBFBFBFBFBFBFB
WO WO WO WO WO WO WO WO WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
FBFBLO927.04GFE = 927.70
LFE = 920.00
RGE = 922.70
LO
914.88915.68916.79920.15921.30920.26921.40923.37GFE = 921.70
LFE = 914.00
RGE = 921.54
FB
918.38920.42918.23RGE = 920.50LOLFE = 917.80GFE = 925.50LFE = 910.70GFE = 918.40RGE = 918.24FBRGE =
924
.34FBLFE =
916
.80GFE =
924
.50
9
2
7
.
0
3
926.14925.16916.79920.47920.27920.11919.95913.75915.25917.91919.13RGE = 922.62
FB
RGE = 921.82
FB RGE = 921.02
FB
R
G
E
=
9
1
6
.
1
0
L
O
RGE = 916.00LOLFE = 915.10
GFE = 922.80
LFE = 913.50
GFE = 921.20
L
F
E
=
9
1
3
.
4
0
G
F
E
=
9
2
1
.
1
0
GFE = 921.00LFE = 913.30LFE = 914.30
GFE = 922.00
GFE = 923.90LFE = 916.20RGE = 923.72FBGFE = 923.40LFE = 915.70GFE = 922.90LFE = 915.20GFE = 923.90LFE = 916.20GFE = 924.90LFE = 917.20GFE = 925.90LFE = 918.20GFE = 926.80LFE = 919.10GFE = 927.80LFE = 920.10916.59RGE = 918.40LORGE = 917.90LORGE = 918.90LORGE = 919.90LORGE = 920.90LORGE = 921.80LORGE = 922.80LORGE
=
9
2
1
.
6
0WO
920.05LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 8 GRADING (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 8 GRADING (PPLAT).DWG 58OF
44
-
2022-10-28
22-26553
44 GRADING PLAN
300 26553 44
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
PLANNED PHASE 1 LIMITS
ROAD C
ROA
D
G 188TH
AVE
NW
ROAD E
IV
A
N
H
O
E
P
K
W
Y
BASIN G
100 YR HWL = 917.42
BASIN M
100 YR HWL = 922.96
BASIN H
100 YR HWL = 914.50
BASIN I
100 YR HWL = 911.34
BASIN L
100 YR HWL
288
276278277 275279280281282283284285286287
289
311
199
195
202
203
204
207
208
205
206
251
221
218
219
212
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
132
131
209
201
200
198
197
196
128
127
126
OUTLOT D
149
148
147
129
172
179
171
178
170
177
OUTLOT C
176
169
175
174
173
274
294
295
293
292
291
290
WETWETWETWETWETWET
WETWE
T
WET
WET
W
E
T
WETWETWETWWW>>>>IVANHOE ST188TH
AVE
NW
920930930940940940940 9189
2
2
9
22922922 92292
292292292292292292492692692
69289289329329349349349349
3
4934 934 934936936938938938938938 9389429
4
2
92093093093
0 9309189229229
2
4
9
2
4
92
6
9
2
69289289289289
3
293293293293293293293293
2 9329349349
3
69369
3
6 936938938
910910910 920 9209209309309309
3
0930930930 9309
1
2
9
1
4
91
6918 9229229
2
2 924926 9
2
8 9289289
2
8
91092
0 93093
0 93090
89089
0
8 9089129149149149
1
6
918
9
2
2 924924924 926 9289
3
2932 932932932932 9329329329109109
1
0910910 9109109
1
0 91091090
6906906906 906906906906 9069069069
0
6
906
9
0
6
90
6906 90
6906906906908 9089129
1
2912 9
1
2 912912912912912 912 912914914914914914914 914 91691691691691691691
6 916916916
9
1
0
910
920
93093
0
930930930940
9
4
0
906906
9069
0
6906906
906
906
906906906
90
6
906906908908
90
8
908
908908908
90890890
8908908
9
1
2912
91491491
4
916916916916
91
6
918
9
2
2
92
4
926
928
932
934
934
936
936
938
938942
942
944
944946946
910
920
9
3
0
940
940
906
906
906
906
906906
9069
0
6
906906
906
906
9
0
6
90
6906
906
908
912
914
916
918
922
92
2
922
92
4
924
924
9
2
6
926926
9
2
8
932
934
936
938
938
942942942
942
94
2
942
9
1
0
910
910
920
930930
930
930930
940
940
940
906906906
9
0
8
908908
91
2
914
9
1
6
91
8
922
924
926
92
8
932
934934
934
934
934934
934
936
938
938
938
910
920
930
930
930
930930
93
0
930
930
930
930
930930
9
0
8
912
914
916
918
922
924
926
926
928
928928
928
9
3
2932932
93
2
910
920930930
93
0930
930
930930
906
90
8
912
914
916
918
922
924926926
926
926
926926
92
6
926926
928928928
932
932
932
9
3
2
934
934
93
6
936
920
930
930930930
930
9
3
0
912
912
912912914
914
914
916918922
922922
92292
2
922922
924
92
4
92
4
924
92
4
924926
92
6
926
926
928
9
2
8
92
8
928
932932
9329
3
2
932
932
93293
2
932
932932932
910
920920920
920
920
930
930
90
2
9
0
2902904
906908912
914914
9
1
4
91491
4
916
918
918
918
922
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
288
276278277 275279280281282283284285286287
289
311
199
195
202
203
204
207
208
205
206
251
221
218
219
212
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
132
131
209
201
200
198
197
196
128
127
126
OUTLOT D
149
148
147
129
172
179
171
178
170
177
OUTLOT C
176
169
175
174
173
274
294
295
293
292
291
290
IIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>I
>
>>>>>>>>>>III I I I I I I I I I
I
I
>
>
>
>>>>>>>>>>>>>>9309289329109089129129149149
1
0
9
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9
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8
9
1
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91
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1
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1
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9
2
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3
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916918922924926928
93
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936
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932 932
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910912914916916928.66929.88931.10934.36921.08921.34936.84935.73916.899
1
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1
9
2
0
.
9
6928.78929.94931.09931.75934.68933.58933.90934.22934.53934.68934.63934.39934.07933.75933.439
3
3
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1
1 932.79932.46932.14931.82931.95930.93930.93930.95930.97930.95930.95930.95934.09939.97939.20941.96941.99941.48930.95938.13931.97933.40933.70933.99934.28934.55934.66934.60934.37934.08926.58926.299
2
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4925.40926.03925.05924.44924.93925.16924.02928.73924.22924.46924.89925.28924.67930.90931.15930.13930.46930.76931.00930.87930.30928.86928.12927.43927.73927.02926.36925.91925.47924.579
2
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5
9
931.88930.78923.57923.54929.64923.70925.80928.49927.33927.449
2
7
.
0
1
926.25929.12916.99917.12929.44929.769
1
7
.
2
2 930.08930.49930.97929.63928.36927.46927.43917.17916.66917.04917.38917.47917.36927.78925.18922.66917.71924.35924.22908.14924.30924.14924.70925.68916.10916.82926.61927.35917.60916.81926.81926.19916.21915.75925.67925.14915.34915.03914.77924.619
2
4
.
0
8
914.54923.55923.03922.60922.72927.56918.21922.82915.58913.45913.44912.46923.41LFE = 924.20
GFE = 931.90
LFE = 925.40
GFE = 933.10
LFE = 926.6
0
GFE = 934.3
0
GFE = 929.50
LFE = 921.80
GFE = 930.60
LFE = 922.90
GFE = 931.80
LFE = 924.10
GFE = 932.9
0
LFE = 925.2
0
GFE =
9
3
0
.
8
0
LFE =
9
2
3
.
1
0
GFE = 931.
3
0
LFE = 923.
6
0
GFE =
9
3
1
.
8
0
LFE =
9
2
4
.
1
0
GF
E
=
9
3
1
.
8
0
LF
E
=
9
2
4
.
1
0
G
F
E
=
9
3
1
.
5
0
LF
E
=
9
2
3
.
8
0
G
F
E
=
9
3
0
.
4
0
L
F
E
=
9
2
2
.
7
0
GFE
=
9
2
9
.
2
0
L
FE
=
9
2
1
.
5
0
LFE = 920.60GFE = 928.30LFE =
9
1
8.
2
0
GFE =
9
2
5.
9
0
LFE =
9
1
8.
9
0
GFE =
9
26.
6
0
GFE =
9
25.2
0
LFE = 91
7.
50
GFE =
9
2
5.
6
0
LFE =
9
1
7.
9
0
GFE =
9
2
6.
6
0
LFE =
9
1
8.
9
0
GFE =
9
2
8.
0
0
LFE =
9
2
0.
3
0
GFE = 9
2
9.
6
0
LFE = 9
2
1.
9
0
GFE = 9
2
9.
1
0
LFE = 9
2
1.
4
0
GFE = 928.
0
0
LFE = 920.
3
0
GFE = 927.
0
0
LFE = 919.
3
0
GFE = 926.
4
0
LFE = 918.
7
0
GFE = 925.
8
0
LFE = 918.
1
0
GFE = 925.
3
0
LFE = 917.
6
0
GFE = 924.
8
0
LFE = 917.
1
0
GFE = 924.
2
0
LFE = 916
.
5
0
GFE = 923.
7
0
LFE = 916.
0
0
GFE = 923.
5
0
LFE = 915.
8
0
LFE = 915.
8
0
GFE = 923.
5
0
LFE = 916.
2
0
GFE = 923.
9
0
LFE = 917
.
6
0
GFE = 925.
3
0
LFE = 918.
0
0
GFE = 925.
7
0
LFE = 919.
5
0
GFE = 927.
2
0
LFE = 919.
9
0
GFE = 927.
6
0
LFE = 919.
8
0
GFE = 927.
5
0
LFE = 920.30
GFE = 928.00
LFE = 921.00
GFE = 928.70
LF
E
=
9
2
1
.
3
0
GF
E
=
9
2
9
.
0
0
L
FE
=
9
2
1
.
1
0GFE
=
9
2
8
.
8
0
L
F
E
=
9
2
1
.
9
0GF
E
=
9
2
9
.
6
0
L
F
E
=
9
2
2
.
5
0
G
F
E
=
9
3
0
.
2
0
LFE
=
9
2
5
.
3
0
GF
E
=
9
3
3
.
0
0
LFE =
9
2
5
.
2
0
GFE
=
9
3
2
.
9
0
LFE = 9
2
4
.
9
0
GFE =
9
3
2
.
6
0
LFE = 924.60
GFE = 932.30
LFE
=
9
2
4
.
2
0
GFE
=
9
3
1
.
9
0
GFE = 934.10
LFE = 926.40
GFE = 934.40
LFE = 926.70
GFE = 934.70
LFE = 927.00
GFE = 935.00
LFE = 927.30
GFE = 935.20
LFE = 927.50
GFE = 935.40
LFE = 927.70
GFE = 935.40
LFE = 927.70
GFE = 935.30
LFE = 927.60
GFE = 935.10
LFE = 927.40
LFE = 926.00
GFE = 933.70
GFE = 932.70
LFE = 925.00
GFE = 934.10
LFE = 926.40
GFE = 934.50
LFE = 926.80
GFE = 934.20
LFE = 926.50
GFE = 933.90
LFE = 926.20
GFE = 933.70
LFE = 926.00
GFE = 933.40
LFE = 925.70
LFE = 928.40
GFE = 936.10
LFE = 928.80
GFE = 936.50
LFE = 929.10
GFE = 936.80
LFE = 928.80
GFE = 936.50
LFE = 928.50
GFE = 936.20
LFE = 928.20
GFE = 935.90
LFE = 927.90
GFE = 935.60
LFE = 927.60
GFE = 935.30
LFE = 927.20
GFE = 934.90
LFE = 927.20
GFE = 934.90
LFE = 927.50
GFE = 935.20
LFE = 927.50
GFE = 935.20
LFE = 927.30
GFE = 935.00
LFE = 926.90
GFE = 934.60
LFE = 926.20
GFE = 933.90
LFE = 925.50
GFE = 933.20
GFE = 933.60LFE = 925.90GFE = 932.60LFE = 924.90LFE =
923
.80GFE =
931
.50LFE =
922
.70GFE =
930
.40LFE =
921
.50GFE =
929
.20
LFE = 922.50
GFE = 930.20
GFE = 928.30
LFE = 920.60
RGE = 923.70
RGE = 924.90
RGE = 926.1
0
RGE = 924.7
0
RGE = 923.60
RGE = 922.40
RGE = 921.30
916.77RGE
=
9
2
1
.
0
0
R
G
E
=
9
2
2
.
2
0
R
G
E
=
9
2
3
.
3
0
RG
E
=
9
2
3
.
6
0
RGE =
9
2
3
.
6
0
RGE = 92
3
.
1
0
RGE
=
9
2
2
.
6
0
RGE =
9
2
1.
6
0
RGE =
9
2
5.
7
2 RGE = 928.12RGE = 915
.
3
0
RGE = 915
.
5
0
RGE = 916
.
0
0
RGE = 916
.
6
0
RGE = 917
.
1
0
RGE = 917.
6
0
RGE = 918
.
2
0
RGE = 918
.
8
0
RGE = 919
.
8
0
RGE = 9
2
0.
9
0
RGE =
9
2
1.
4
0
RGE =
9
1
9.
8
0
RGE =
9
1
8.
4
0
RGE =
9
1
7.
4
0
RGE = 935.92
RGE = 936.32
RGE = 936.62
RGE = 936.32
RGE = 936.02
RGE = 935.72 RGE = 935.42 RGE = 935.12 RGE = 934.72 RGE = 934.72 RGE = 935.02 RGE = 935.02 RGE = 934.82 RGE = 934.42 RGE = 933.72 RGE = 933.02
RGE = 929.10
RGE = 929.40
RGE = 929.70
RGE = 930.00
RGE = 930.20
RGE = 930.40 RGE = 930.40 RGE = 930.30 RGE = 930.10
RGE = 928.70
RGE = 924.50
RGE = 929.10 RGE = 929.50 RGE = 929.20 RGE = 928.70 RGE = 928.40RGE = 928.90
RGE
=
9
2
6
.
9
0
RGE = 927.3
0
RGE =
9
2
7
.
6
0
RGE
=
9
2
7
.
9
0
RG
E
=
9
2
8
.
0
0
R
G
E
=
9
3
0
.
0
4
RG
E
=
9
2
9
.
4
4
RGE
=
9
2
3
.
8
0
RG
E
=
9
2
4
.
0
0
RGE = 923.70 RGE = 923
.
0
0
RGE = 922
.
5
0
RGE = 922
.
6
0
RGE = 922
.
2
0
RGE = 925
.
5
4
RGE = 925
.
1
4
RGE = 923
.
7
4
RGE = 923
.
3
4
RGE = 923.30
RGE = 925.20
RGE =
929
.02RGE =
925
.40RGE = 926.50RGE = 927.60RGE = 928.60932.99936.39HIGH930.79HIGH928.50LOW927.20LOW927.55HIGH927.51924.08HI
G
H 923.91LOW928.80929.549
2
8
.
7
4
922.34LOW922.44934.43HIGH9
3
1
.
2
1932.00HI
G
H
926.97HIGH926.74LOW926.859
2
2
.
6
0HIGHWO
WO
WO
WO
WO
WO
WO
WOWO
W
O
WO
WO
WO
WO
FBFB
FB
FBFBFBFBFBFBFBFBFBFBFB
FB
FB
FB
FB
FB
LOLOLOLOLOLO
FB
FB
FB
FB
LO
LO
LO
LOLO
LO
LO
F
B
F
B
LO
LO
LO
LO
LO
LO
LO
LO
LO
LO
LO LO LO LO
LO
WO LOLOLOLOFBLO
LO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
WO
920.47920.27920.11919.95913.75915.25RGE = 921.02
FB
R
G
E
=
9
1
6
.
1
0
L
O
RGE = 916.00LOLFE = 913.50
GFE = 921.20
L
F
E
=
9
1
3
.
4
0
G
F
E
=
9
2
1
.
1
0
GFE = 921.00LFE = 913.30916.59932.94933.22933.50925.74927.15926.02GFE = 933.90
LFE = 926.20
GFE = 934.20
LFE = 926.50
RGE = 928.90
LO
RGE = 929.20
LO
RGE = 929.50
LO
RGE = 929.80
LO
GFE = 934.50
LFE = 926.80
GFE = 934.80
LFE = 927.10
L
F
E
=
9
2
3
.
6
0
G
F
E
=
9
3
1
.
3
0
R
G
E
=
9
2
6
.
3
0
L
O
930.46929.09LFE = 926.30
GFE = 934.00
RGE = 929.00
LO
LFE = 926.60
GFE = 934.30
RGE = 929.30
LO
LFE = 926.80
GFE = 934.50
RGE = 929.50
LO
LFE = 927.00
GFE = 934.70
RGE = 929.70
LO
LFE = 926.70
GFE = 934.40
RGE = 929.40
LO
LFE = 926.80
GFE = 934.50
RGE = 929.50
LO
LFE = 926.80
GFE = 934.50
RGE = 929.50
LO
LFE = 926.50
GFE = 934.20
RGE = 929.20
LO
LFE = 925.20
GFE = 932.90
RGE = 932.73
FB
LFE = 923.70
GFE = 931.40
RGE = 931.24
FB
LFE = 9
2
2.
4
0
GFE = 9
3
0.
1
0
RGE = 9
2
9.
9
4
FB
930.41925.02921.10919.77920.08919.68929.18928.28932.34HI
G
H
LFE = 916.
7
0
GFE = 924.
4
0
RGE = 924.
2
4
FB
LFE = 917.
1
0
GFE = 924.
8
0
RGE = 924
.
6
3
FB
GFE = 933.00
LFE = 925.30
RGE = 924.80
WO
GFE = 933.20
LFE = 925.50
RGE = 925.00
WO
GFE = 933.20
LFE = 925.50
RGE = 925.00
WO
GFE = 933.20
LFE = 925.50
RGE = 925.00
WO
GFE = 932.70
LFE = 925.00
RGE = 924.50
WO
GFE = 931.90
LFE = 924.20
RGE = 923.70
WO
GFE = 930.90
LFE = 923.20
RGE = 924
.
9
0
LO
GFE = 929
.
9
0
LFE = 922
.
2
0
GFE = 9
2
9.
0
0
LFE = 9
2
1.
3
0
RGE = 922.70
WO
RGE = 9
2
4.
0
0
LO
930.75914.67GF
E
=
9
3
0
.
5
0
LF
E
=
9
2
2
.
8
0
G
F
E
=
9
3
0
.
1
0
L
F
E
=
9
2
2
.
4
0GF
E
=
9
2
9
.
8
0
L
F
E
=
9
2
2
.
1
0
RG
E
=
9
2
2
.
3
0
WO
R
G
E
=
9
2
1
.
9
0
W
ORGE
=
9
2
1
.
6
0WO
920.05920922922LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 8 GRADING (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 8 GRADING (PPLAT).DWG 58OF
45
-
2022-10-28
22-26553
45 GRADING PLAN
300 26553 45
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
PLANNED PHASE 1 LIMITS
188TH
AVE
NW
ROAD E
IVA
N
H
O
E
P
K
W
Y
BASIN M
100 YR HWL = 922.96
BASIN N
100 YR HWL = 922.04
BASIN Q
100 YR HWL = 918.21
BASIN R
100 YR HWL = 916.48
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
207
210
208
206
212
213
214
236
235
211209
OUTLOT E
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
Electric Transmission
Easement
Per Doc. No. 122470
WETWETWET
WETWETW WWWWW
W
WWWWWWWW
W
W
W
W WW WWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWW
W
WWWWWCOUNTY HIGHWAY NO. 40920 9209
3
09309
3
0
930 9309309189189
2
2
9
22922922 92292
2922922922922922 9229249249269269289
2
8928928 92892893293293
29329349349349349349
3
4 93493489089090090091091092092092092092093093093093088488488688688888889289289489489689689889890290290490490690690890891291291491491691691
6916 9169189
1
8 9189189189229229229229229229229229229
2
4 92492492492492492492692692692692892892892893293293293293493493493493693693
8 938890890900900910 91092
0920920920 9209
2
0920 9209209
3
0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691
69189
1
8918918918 9
1
8 918922922922922922 9229229
2
4924924 9
2
4 9249
2
6926926926926 9269269289289289
2
8 928 9329329329329
3
4 9349369369009009
1
0 9109209209209209
2
0 92092092092093089
2 892894 894896896898898902902904904904904904904 904904904904 9
0
690690
8 9089129
1
2
912 91
491491
4914 9149
1
4
9
1
4 91491491691
6 916
9
1
8 918918918 9189
2
2 922922922 922922922924924924926926926928932932932932934934934934
890890890890900900 90
0 9009109109209209209209209
2
0920 92088888889289
2892 892894 894896 896898898898898 902902 902902904904904904 906906908 908912912912912912912 91291491491491491491
4 914916916916916916 916916916916916916916 9189189189189189
1
8
9
1
8
9
1
89229229249249269269269269
2
6 926920
930
930930930
930
9
3
0
912
912
912912914
914
914
916918922
922922
92292
2
922922
924
92
4
92
4
924
92
4
924926
92
6
926
926
928
9
2
8
92
8
928
932932
9329
3
2
932
932
93293
2
932
932932932
910
920920920
920
920
930
930
90
2
9
0
2902904
906908912
914914
9
1
4
91491
4
916
918
918
918
922
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
890900910920
9
2
0920920920930930
886
886
886886
888888892
894896
898
90
290490
4904904904904
9049049049069089129149169189
1
8918
922
922922924924924
924924924
926926926
9
2
6926926926
926
92
6926
928928928
928
93293
293293
2 89089090090091091091
0910
920
930
930930930
884884886
886888
888892892894894896
896898
8989029
0
2
902902904
904
9069
0
690690690690
6
906906908
90891291
2912
9129
1
2
912914914
914
914916
916
918
92
2
924
926
926
926928
92
8
928932
932932
93
2
934
934
890890
900
900910
910920920
920
9
2
0
92
0920
920
920
930930
930930
930
930
88688
6
88888
8
892892
894
894896
896898898902
90290490490490
4904904
906906908
908912
912914914
914
914914
9149149
1
4
916
916916916
91691
6
916
916
9
1
6
916916916
916
916
916
916
918
91
8
9
1
8
918
918
9189189
1
8
91891891891
8918918
918
91892292
2
922
922
924
924924924
924
924
926
926
926
926
928
928928928928
928
932
932
934
934
936936
920
920
9
2
0
920920920
920
920
93
0
930
930
930
93093091
4
914
91491491
4
914914914914914916
916916
916918
918922922
922
922
92
2
922
92
2
922924924
924
924924924
92
4
924924924
924
924
926
926
9
2
6
926926
926
928
928
928
928928
928
928
92
8
932
9329329349349369
3
6938938938938938938
92
0
9
2
0
920
9
2
0
920
920
920
918
918
918
922
92
2
922
9229229229229
2
2922
922922
9249249249
2
49249249249
2
4924924926926
311
312 313
207
210
208
206
212
213
214
236
235
211209
OUTLOT E
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
IIIIII>>>>>>>>>>>>>>>>>>>>LSIIIIIIIIIIIIII IIIIII>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
>>>>>
>>>>>>>>>>>>>II>II>II>II>II>II>II>II>930924926928930
922
924
926
928
932
930
930930
932
920
912
912914
914914914916918
922924926
9109109209209089089129129149149169169189189229
2
2
9249109109
1
2
912914916916916
920914916918922
924
920
930
914916 918922924926928
900896898 902 904 906
900
898
902
904
906
920916918922924923.68923.23922.79922.639
2
6
.
2
3
921.10920.00920.27926.98927.45923.529
2
3
.
5
9
930.78923.57923.54929.64923.70925.80928.49927.33927.449
2
7
.
0
1
926.25914.77914.54923.55923.03922.60922.72920.13927.63927.23920.92923.14926.85927.13923.37927.49924.01927.78926.56928.53927.96927.88919.05927.68914.60914.88927.33926.94916.65915.11926.83927.01915.10915.11927.28927.54916.60927.56918.21922.82921.87919.06914.70915.09915.08916.73915.58913.45913.44912.83911.43921.60915.929
1
6
.
1
7
916.04921.23926.30926.08916.51927.50GFE = 924.
8
0
LFE = 917.
1
0
GFE = 924.
2
0
LFE = 916
.
5
0
GFE = 923.
7
0
LFE = 916.
0
0
GFE = 923.
5
0
LFE = 915.
8
0
GFE = 923.60
LFE = 915.90
GFE = 921.30
LFE = 913.60
LFE = 915.
8
0
GFE = 923.
5
0
LFE = 916.
2
0
GFE = 923.
9
0GFE = 933.60LFE = 925.90GFE = 932.60LFE = 924.90LFE =
923
.80GFE =
931
.50LFE =
922
.70GFE =
930
.40LFE =
921
.50GFE =
929
.20
LFE = 922.50
GFE = 930.20
LFE = 922.50
GFE = 930.20
LFE =
92
2.
00
GFE = 9
2
9.70LFE = 922.00GFE = 929.70LFE = 922.60GFE = 930.30LFE = 922.60GFE = 930.30LFE = 922.80
GFE = 930.50
L
FE
=
9
2
2
.
9
0GF
E
=
9
3
0
.
6
0
GFE = 928.80LFE = 921.10GFE = 928.60LFE = 920.90GFE = 928.00LFE = 920.30GFE = 927.70LFE = 920.00GFE = 927.70LFE = 920.00
GFE = 9
2
8.
0
0
LFE = 9
2
0.
3
0
GFE = 928.2
0
LFE = 920.5
0GFE = 928.30
LFE = 920.60GFE = 928.30
LFE = 920.60
LFE = 916.80
GFE = 924.50
LFE = 914.80
GFE = 922.50 LFE = 91
1
.
6
0
GFE = 9
1
9
.
3
0
RGE = 913.10RGE = 915.40
RGE = 915
.
3
0
RGE = 915
.
5
0
RGE = 916
.
0
0
RGE = 916
.
6
0
RGE = 923
.
7
4
RGE = 923
.
3
4
RGE = 9
1
9
.
1
2
RGE = 922.32RGE = 924.32
RGE = 923.30 RGE = 920.10
RGE = 920.0
0
RGE =
9
1
9.
8
0
RGE = 919.50RGE = 919.50RGE = 919.80RGE = 920.40RGE = 920.60RGE
=
9
3
0
.
4
2
RGE = 930.32
RGE = 930.12RGE = 925.30RGE = 924.70RGE =
9
24.7
0
RGE = 925.20
RGE = 925.20
RGE =
929
.02RGE =
925
.40RGE = 926.50RGE = 927.60RGE = 928.60922.34LOW922.44926.97HIGH926.74LOW926.85927.37HIGH926.59LOW9
2
2
.
6
0HIGH
9
0
7
.
2
4
L
O
W
907.41HIGH906.94LOW915.81LOW916.02HIGH915.99???HIGHFB
FB LOLOLOLOFBLO LO LO LOLOFBFB
F
B
WOWOWOWO
WO
WO
WO
WOLO
FB FB
FB
WO
WO
WO
WO
WO WO
FB921.10928.28LFE = 916.
7
0
GFE = 924.
4
0
RGE = 924.
2
4
FB
RGE = 924
.
9
0
LO
GFE = 929
.
9
0
LFE = 922
.
2
0
GFE = 9
2
9.
0
0
LFE = 9
2
1.
3
0
RGE = 9
2
4.
0
0
LO 920922922920922922LIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 8 GRADING (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 8 GRADING (PPLAT).DWG 58OF
46
-
2022-10-28
22-26553
46 GRADING PLAN
300 26553 46
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
ROAD G ROAD AROAD BBASIN B
100 YR HWL = 915.29
100 YR HWL
OUTLOT A
29
22
31
44
46
50
53
180
185
84
88
56
55
54
81
59
61
79
60
80
82
57
58
83
155
151
156
157
158 159
85
8687
OUTLOT H
20
21
25
16
19
23
24
26
27
28
30
45
51
52
49
48
47
154
153 152
160 161
162
186
184183182
181
18
17
32
33
144
145
150
149
148
ROAD F
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
WETWETWET
WET
WET
WE
T
WETWE
T
WETWETWET
WET
WETWETWETWETWETWET
WET
WET
WETWETWETWETWET
WET
WET
FP100FP100 FP100 FP100W
W
W
W WWW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
W
WWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWETWET
WETWETWETTROTT BROOK91
0910 9109109
10 910910910910 9109
1
0
9
1
091091092092092092093093090290290
2902904 90490490490690690690890
8 908908908 9089129
1
2912 9
1
2
9
1
2 9129149149149149169169169169
1
8 9189189189229229229229229229249249249249269269269269289289
3
2 93291091
0910 910920 92
0
9
2
09209
0
29029
0
2902 902902902902902902902902902902902902902904906908908912912912912912 91
29149
1
491691691
8 918918 918918 9189
2
2922922 922922922924924926926
9
1
0910 91
0 91091091
09109109109109209209309309
3
09309
3
0 9309
0
29029029029029
0
2902 9029
0
290290290
2 904904904 9049
0
4906906 90690890890890890
8908 90890890890890890
8
9
1
2
9
1
2
9149149
1
4 914916916918918922922924924924 924926926928928932932
890900910910910 91091091091089289489689890290290290290290
4 9049
0
4904904 90
4904 90490490
6 90690
69069069069069069
0
690690
6908 9
0
8 908912912912912912914914914914 914916916916916916916
9009009009009
0
0900 9009009009009
0
0 90090
0 90090090091091091092092
0 9029029029029029029
0
2902 9029
0
2
9
0
2
90
2902902902 9049049049049
0
4904904906906 9069069069
0
6
9
0
6 906906906906908908908912912912914914914916916916918 9189189229
2
2
910910
920
9209029
0
2
902902
902
90
2902902902902902902
902902
90290290290290290
2902902902
90
2
9
0
2
902902
902902902
9
0
2
902
9
0
2902902902902
902
90290290
2
9
0
2
902902902
902902902902
902
9
0
49049
0
4
9
0
6
9089
0
8
912
9
1
2
912912
914914
916
91
6
918
91
8
9229
2
2
922
922 9009
0
0
900900900900
9109109
1
0
910
9
1
0
9109
1
0
90290290
290290
2
902902
902
90
2902
902
902
90
2
90
2
904904
904904
904
904
904
904906906906906
906
906906906
9069
0
6
9069
0
6
908908908908
90891291
291291
2912
91
2
91491491491
4
916
91
6
918918
91091
0
910
910
920
920
920
930
904
904904904
90690
6
908
908
908
908
912912
912
912
914
914
914
914
916
91
6
916
916
918
9
1
8
918
918
922922
922
924924924924924924924924924924
92
4
926
9
2
6
9
2
6
928
9109109
1
0
920
920920920920920
920920920930930
930
930
906
906
906
9
0
6
908
908
912912912914
916918922
92
2
922
924
924
924
926
926
928
928
928
928
932
932910920920
920
930
902
904906
908
91
2
9
1
4914914
914
9
1
4
916
916
916918918
918
918
91891
8918
922922
922
924924
924926928932
90
0
910910910910910
902902902
9029
0
29049
0
4
9049049
0
4
906
908
90
8908912912
912
914
91
4914
916
9
1
6916918
900900900900
9
0
0910910
910
91091091091091
0
910
89289289289
28928
9
2894
89
4
896
896898898902
902
902904
904
9
0
4
9
0
4
904904904906906906906906908
908908908
908908908
91291
2
912914914916916916916
OUTLOT A
29
22
31
44
46
50
53
180
185
84
88
56
55
54
81
59
61
79
60
80
82
57
58
83
155
151
156
157
158 159
85
8687
OUTLOT H
20
21
25
16
19
23
24
26
27
28
30
45
51
52
49
48
47
154
153 152
160 161
162
186
184183182
181
18
17
32
33
144
145
150
149
148
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>I
I
I
I
I
I
I922922922922924
9
2
0
9169
1
8
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2
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4
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4 922920912
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9169189229249049
0
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9
0
8
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924910920912914916918920920920
920 918922
922
9109049069089129149
1
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0
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908
91
2
912
91
4
914
916
91
6
918
91
8913.12908.70922.09910.68922.70922.76920.23923.00922.39921.33920.81920.58911.839
2
4
.
4
0
925.42912.06912.63925.12924.79916.45916.12924.62924.79916.09915.51925.08925.109
1
3
.
9
6
912.42924.70923.70911.09909.68922.01920.47908.22906.75919.17917.87905.47909.44916.58916.39910.99911.24916.14916.40916.20906.97907.55909.20916.34916.55909.70909.17917.83919.13909.58911.39920.43921.65912.41914.56922.82923.95916.88918.769
2
4
.
8
7924.95924.50924.65924.10924.08924.739
2
1
.
7
8
9
1
9
.
2
0925.04920.15920.71925.28921.67923.08923.04925.22921.64921.75923.84922.51922.26922.009
2
1
.
7
3
921.40922.07921.11921.99922.699
2
1
.
2
6 920.66919.91919.29918.67918.06917.34916.49913.87914.41914.68915.93917.37918.79920.22921.40919.00917.78921.60920.89921.24914.96922.20916.45920.18920.42913.41920.80920.90919.84920.06919.33918.61917.389
1
8
.
6
0 917.86916.14914.68917.26916.67913.24913.10916.09GF
E
=
9
2
3
.
0
0
L
F
E
=
9
1
5
.
3
0
GFE =
925
.30LFE =
917
.60LFE = 918.60GFE = 926.30LFE = 918.70GFE = 926.40LFE = 918.30GFE = 926.00LFE = 919.00GFE = 926.70LFE = 919.00GFE = 926.70LFE = 919.30GFE = 927.00LFE = 918.40GFE = 926.10LFE = 918.30GFE = 926.00GFE = 925.60LFE = 917.90LFE = 916.80GFE = 924.50LFE = 915.10GFE = 922.80LFE = 913.60GFE = 921.30LFE = 912.30GFE = 920.00LFE = 911.00GFE = 918.70LFE = 910.60GFE = 918.30GFE = 918.30LFE = 910.60LFE =
910
.80GFE =
918
.50GFE = 918.10LFE = 910.40GFE = 918.50LFE = 910.80GFE = 919.80LFE = 912.10GFE = 921.10LFE = 913.40GFE = 922.30LFE = 914.60GFE = 923.50LFE = 915.80GFE = 924.70LFE = 917.00LFE = 918.00GFE = 925.70GFE = 926.10LFE = 918.40GFE = 926.00LFE = 918.30GFE = 926.00LFE = 918.30GFE = 926.10LFE = 918.40GFE = 926.10LFE = 918.40GFE = 925.90LFE = 918.20LFE = 917.70GFE = 925.40LFE =
915
.70GFE =
923
.40
GFE = 924.20
LFE = 916.50
GFE = 924.50
LFE = 916.80
GFE = 9
2
4.
3
0
LFE = 9
1
6.
6
0GFE = 924.30LFE = 916
.60GFE = 924.60LFE = 916.90GFE = 924.90LFE = 917.20LFE = 917.40GFE = 925.10LFE = 916.80GFE = 924.50LFE = 916.00GFE = 923.70LFE = 9
0
9.
6
0
GFE = 9
1
7.
3
0
LFE = 910.50
GFE = 918.2
0
LFE = 911.60
GFE = 919.30LFE = 912.70
GFE = 920.40LFE = 913.80
GFE = 921.50
LFE = 914.6
0
GFE = 922.3
0
LFE = 915
.
2
0
GFE = 922
.
9
0
GFE = 92
2
.
4
0
LFE = 91
4
.
7
0
GFE = 921.7
0
LFE = 914.0
0
GFE = 920.10
LFE = 912.40
GFE = 919.30
LFE = 911.60
GFE = 918.60
LFE = 910.90
GFE = 918.00
LFE = 910.30
GFE = 91
7.
4
0
LFE = 90
9.
7
0RGE = 925.23RGE = 925.73RGE = 925.94RGE = 925.94RGE = 925.84RGE = 925.84RGE = 924.04
RGE = 924.34
RGE = 9
2
4.
1
3RGE = 923.54RGE = 924.34RGE = 924.94RGE = 924.73RGE = 924
.44RGE = 924
.14RGE = 913.30RGE = 913.30RGE = 910.50RGE = 911.80RGE = 913.10RGE = 914.60RGE = 916.30RGE = 917.40RGE = 917.80RGE = 917.90RGE = 918.80RGE = 918.50RGE = 918.50RGE = 917.80RGE = 918.20RGE = 918.10RGE =
917
.10
RG
E
=
9
1
4
.
8
0
RGE = 921.10RGE = 920.70RGE = 919.70RGE = 918.50RGE = 917.30RGE = 916.10RGE = 914.80RGE = 913.50RGE = 909.90RGE =
910
.30
RGE = 92
2
.
7
2
RGE = 922.1
2
RGE = 921.32
RGE = 920.22 RGE = 919.12
RGE = 918.0
2
RGE = 9
1
7.
1
2
RGE = 923
.
4
2
RGE = 91
7.
2
2
RGE = 917.82
RGE = 918.42
RGE = 919.12
RGE = 919.92
RGE = 921.
5
2
RGE = 92
2
.
2
2924.60HIGH9
2
5
.
1
8HIGH
924.36L
O
W
924.88HI
G
H
9
1
5
.
8
8
L
O
W924.56920.74WOWOWOWOWOWOWOWOWOWOWOWOWOWOWOWOLOLOFBFBLOLOLOLOLOLOLOLOFBFBFBFBFBFBFBFBFBFBFBFBFB
FB
FB
FB
FB
FBFB
FB
FB
FB
FB
FB
FB
FB
FB FB
FB
FB920.42RGE =
924
.34FBLFE =
916
.80GFE =
924
.50920.47920.27920.11919.95RGE = 916.00LOLFE = 915.10
GFE = 922.80
L
F
E
=
9
1
3
.
4
0
G
F
E
=
9
2
1
.
1
0
GFE = 921.00LFE = 913.30GFE = 922.00
GFE = 923.90LFE = 916.20RGE = 923.72FB924.70RGE = 925.54FBGFE = 925.70LFE = 918.00925.41922.11920.05921.82920.16923.40GFE = 924.90
LFE = 917.20
RGE = 924.73
FB 914.40GFE = 921.90LFE = 914.20GFE = 922.78
LFE = 915.08
GFE = 922.00
LFE = 914.30
GFE = 922.00
LFE = 914.30
GFE = 922.8
0
LFE = 915.1
0
GFE = 923
.
6
0
LFE = 915
.
9
0
RGE = 922.6
2
FB
RGE = 921.82
FB RGE = 921.82
FB RGE = 917.69
LO RGE = 916.90LOLIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 8 GRADING (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 8 GRADING (PPLAT).DWG 58OF
47
-
2022-10-28
22-26553
47 GRADING PLAN
300 26553 47
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
PLANNED PHASE 1 LIMITS
ROA
D
G
BASIN K
100 YR HWL = 913.25
BASIN I
100 YR HWL = 911.34
BASIN J
100 YR HWL = 908.92
185
187
190
195
166
151
159
164
OUTLOT F
160 161
162
163
165
193
192
191
189
188
186
184183
198
197
196
194150
149
148
OUTLOT G
WETWETWETWETWETWETWET
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WETWETWETWETWET WE
TWETWETWETWETWET
WET
WET
WETWETWETWET
WET
FP100FP100FP100FP100FP10
0 FP100F
P
1
0
0 FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP1
0
0
FP1
0
0
FP100
FP100
FP100 FP100WWWWWWWWWWW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WW
W WWW
W W
W
W
W
W
W WW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWW W
W
W WWWW9109109
1
0910910 9109109
1
0 91091090
6906906906 906906906906 9069069069
0
6
906
9
0
6
90
6906 90
6906906906908 9089129
1
2912 9
1
2 912912912912912 912 912914914914914914914 914 91691691691691691691
6 916916916
89089090091091
0 9109209
2
0 882882 882882 884884 886886 888888 892892894 894896896898898902904904
9
0
49069069069069069089089089
1
2 91291
2 9149149
1
4 916916918918922922880880890890900 900910878878 882882884884886886888888892892894 894896 896898898898 8989029
0
2 902902 904904904 90490490490
4904 90
690690690690690690890890
8908 908908908908908 90890
8
880880890890900 9009109109
2
0 92092
0 9208
7
8 878 882882 884884886 886888 888892 892894 894896 8968988989029029
0
4904904 90
4 9049049
0
4 90490
4904 9069069069069069
0
6
90
6906 9
0
6 906906906908 9089089129129149149169169
1
8 9189009009009009
1
09109
1
0910 9109109
1
0 91091091089889
8898 898898898 8988988988988988988988988
9
88988988988988988988989029
0
2902 9029
0
2 9029029029
0
2 9029029049049049069069069
0
6
9
0
6 9069
0
6 9069089089
0
8 9089089089
0
8 908900900900900
9
0
0910910
910
91091091091091
0
910
89289289289
28928
9
2894
89
4
896
896898898902
902
902904
904
9
0
4
9
0
4
904904904906906906906906908
908908908
908908908
91291
2
912914914916916916916
880
880
890890
900
900
900900900
874
874
876
876
878
878
88288
2882
882
884
884
886
886
888888
892
892
894
894
896
896
898
898
898
898
89889
8
898898
898
898898898
898
89889
8
8988988988
9
8898898
898
898898
898
898
89
8
898898
90290
2
902904
906906
906
906
906
906
906906
906906
906
906
906
906
906
906
908
90
8
880
880
890
890
900
900
900
878
878
882
882
884
884
886
886
888
888
892
892
894
894
896
896
89
8898898898
8988
9
8
89889889889889889889889889889
88988
9
8
898898
898898
898
898
898902
902902
904
904
904906906
906906906906906
906
906
906
906906
906906906
908
908
9
0
8
908908
880
880
890
890
900
9
0
0
900
900
900
900
90
0
910
910910
882
882
884
884
886
886
888
888
892
892
894
894
896
896
898898
898898898898898898898898898898898898
898
898898
898
898902902
902
902
902
904904
904
904
904904
904904904904
904
904904
904
904906
906
90
69069069
0
8
908
908
912
880880
890
890
900
900900
9
0
0900900
900
910
910910920920
920
920920
882882
884884
886886
888888
892
892
894
894
896
896
8
9
8898898898898
89
8898898
898902902902
902902
9
0
4904904
904
904
906
906906906906906906
908
9
0
89089
0
8
908
90890
8
908
908912
912912
914
914914
916
916916
918918918
880880
890
890900
900900910910910920920882882884
884
886886888
888
892892
894
894896
896898
898902902902902902
904904904
9
0
6
906906
9069069069069
0
6906
906
906
906906908908
908
908908908
908908
908
908908912912912912912912912
912
914914914
914
916916918918922922 89089
0
900
900
900910
892892894
894896
896
898
898
898
90
2
9
0
2
902902902904
904
904
906
906
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6
906906906906
90690690690690690
6
906906906906906
9069069
0
6
906
906908912914
185
187
190
195
166
151
159
164
OUTLOT F
160 161
162
163
165
193
192
191
189
188
186
184183
198
197
196
194150
149
148
OUTLOT G>>>>>>>>>>>>>>>IIIIIIIIIIIII>>
>>>>>>>>>>>>
>>
>>
>>>>>>>>I
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>912914
916
918 9109209129149169189189
1
0
9
1
0
9
1
0
9
0
4
9
0
4
9
0
6
9
0
6
9
0
6
9
0
8
9
0
8
9
0
8 9129129149169189129149149149
1
6 908.14924.30924.14924.70916.10916.82917.60916.81918.06917.34916.49913.87914.41914.68915.93914.96916.45920.18913.41917.38917.86916.14914.68917.26916.67913.24913.10915.65915.259
1
5
.
9
8
9
1
7
.
3
3911.85912.46918.91916.09912.60912.51915.50915.20910.24910.58915.50916.55910.80911.25918.25910.76919.97921.70908.50908.76923.41914.50915.38915.79?
?
?
?
?
?????
?
?LFE = 911.80GFE = 919.50LFE = 911.40GFE = 919.10LFE = 909.50GFE = 917.20LFE =
908.
70
GFE =
916.
40
LFE = 9
0
9.
6
0
GFE = 9
1
7.
3
0
LFE = 910.50
GFE = 918.2
0
LFE = 911.60
GFE = 919.30LFE = 912.70
GFE = 920.40
GFE = 919.30
LFE = 911.60
GFE = 918.60
LFE = 910.90
GFE = 918.00
LFE = 910.30
GFE = 91
7.
4
0
LFE = 90
9.
7
0
GFE =
9
1
6.
8
0
LFE =
9
0
9.
1
0
GFE = 91
6.
30
LFE =
9
08.
6
0
GFE = 917.20LFE = 909.50GFE = 917.80LFE = 910.10GFE = 919.00LFE = 911.30GFE = 920.70LFE = 913.00GFE = 922.40LFE = 914.70GFE = 925.20LFE = 917.50
GFE =
9
25.2
0
LFE = 91
7.
50
GFE =
9
2
5.
6
0
LFE =
9
1
7.
9
0
GFE =
9
2
6.
6
0
LFE =
9
1
8.
9
0
LFE =
9
2
0.
3
0
GFE =
?
?
?
LFE = ?
?
?
RGE = 920.22 RGE = 919.12
RGE = 918.0
2
RGE = 9
1
7.
1
2
RGE =
916.
22 RGE = 917.02RGE = 914.10RGE = 914.50RGE =
9
2
1.
4
0
RGE =
9
1
9.
8
0
RGE =
9
1
8.
4
0
RGE =
9
1
7.
4
0
RGE =
91
7.
0
0
RGE
= 917.00
RGE = 914.20
RGE = 915.70RGE = 914.00RGE = 912.80RGE = 912.20
RGE =
916.
12
RGE =
9
1
6.
6
2
RGE = 91
7.
2
2
RGE = 917.82
RGE = 918.42
RGE = 919.12 RGE = ???924.08HI
G
H 923.91LOW914.98LOWFBFBFBFB
FB
FB
FBFB
FB FB
FB
FB
FB
FB LO LOLO LO
WO
WO
WO
WO
WO
WO
WO
WO920.47920.27920.11919.95RGE = 916.00LOL
F
E
=
9
1
3
.
4
0
G
F
E
=
9
2
1
.
1
0
GFE = 921.00LFE = 913.30920.05914.40GFE = 921.90LFE = 914.20GFE = 922.78
LFE = 915.08
RGE = 917.69
LO RGE = 916.90LOLIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 8 GRADING (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 8 GRADING (PPLAT).DWG 58OF
48
-
2022-10-28
22-26553
48 GRADING PLAN
300 26553 48
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
BASIN A
100 YR HWL = 908.79
41
42
44
39
45
43
40
32
33
34
35
36
37
38
XXWETWETWETWETWETWETWE
T
WET WET
W
E
T
FP100 FP100FP10
0
FP1
0
0 FP100FP100
FP100 FP100FP100 FP1
0
0 FP100FP100FP10
0
FP10
0
FP100 FP100FP100FP100FP100FP10
0 FP100
FP1
0
0 FP100FP100FP100FP100FP100FP
1
0
0
FP100FP100FP100F
P
1
0
0
FP100 FP100FP100
FP100 FP100 FP100FP100WW
W
W WWWW
W
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WWWWWWWWWXW
WWWWW>>UU
U
W
W
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W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W WW
W
W
W
W
W
W
W
WWETTROTT BROOKTRO
T
T
B
R
O
O
K
183
R
D
A
V
E
N
W900900 900
9
00 900900900900900900900900900900900900900900900900 90090090090
09009009009109109109109109109
2
0920930930 898898898898902902902904904904906906906908 9089089
1
2 9129149149169169189189
2
292292492492
4 92492692692
8928928928932932934934
900900900900 900900900900910910910 91091
0 910910910 8988988
9
8898898898 898898898898 898902902902902 902902902902902 902902902 90
290290290290490490490490
6 906908908908 90890890891291
2
9009109
1
0 9108988988988
9
8
898898 8
9
8
8
9
8 8988988988
9
8898898 898898898898898898 898898898898898898 8988
9
8898 8988
9
8 89889889889889
8
89
8 8988
9
889889
8898 89889889889889889889889889
8
8
9
889889889
89029049049049069069069089
0
8 90891
2912 9129129
1
2912 912912914914900900900910 9109109
1
0
9
1
0 91091091
0 9108968988988988988
9
8898898898 8988988
9
8898 8
9
8 89889889
8 8988
9
8
8
9
889889889889889
88988988989029029029049
0
4
9
0
4 9049049069069
0
6 90690690890890890890891
2 912900900900900
910910910910
910
910910
910
910
902
90
2
902904
904
904
906
906906908908
908
912
912
912914
90091091091091
0910910910910
910
910
902
9029
0
2902902902
902
90
2
904
904
904
904
904
904
904904904904
906
906
906
906
906
906906906908908
908
908
908
908
9129129129
1
2912
912
914
914916
916900
900
90
0
9009
0
0
9
0
0
91
0
920
920
930
930
940940940940940940
940940
940
940
898
898898
898
9
0
29029
0
2
902
902902
902904904904904
904
904
90
4
906
906
90690890
8
90
8
912
914
916
916
918
918922922
924
924
926
926
928
928
932
932
934
934
936
936
938
938
9
0
0
910910
898898
898898
898
8
9
8
898
898898898
898
89890290290290490490490
4
90490
4
904904904
906
906
906
90
6
906
908
908
908
9089089
0
8
908912912
900
900900900
900
900
900900900
900
900900
900900
90
0
900
90090
0
900
900900900
900900898898
8
9
8
898898898898898898898898
898
8988
9
8
898
8988988
9
8
898898 900900900900
90090
0
900900900
900
90
0
896
896898898898898
898898
898898898
898
898898
898
898
898
898 900900
9
0
0
89689689689689
6
896
898
8
9
8
898
8
9
8898898
898898
898898
898
898
8
9
8
898
8988
9
8
898898
8
9
8
898
898898898898
898
89
8898
898898898
8
9
8
898898898
898898898898898
898
41
42
44
39
45
43
40
32
33
34
35
36
37
38 >>>>>>IIII>>>>>>>>>>>>9
1
2
914
916
910
906
908
912
914
910
904906908912914
9
1
6
9
1
8
9
1
0
9029049069089
1
2914916911.24916.14916.40916.20906.97907.55911.24911.53916.98917.42912.71907.20917.23914.72904.90904.17902.83903.90914.13904.78915.67916.78905.67917.39906.40916.96LFE = 910.60GFE = 918.30GFE = 918.30LFE = 910.60GFE =
918
.90LFE =
911
.20GFE =
919
.40LFE =
911
.70GFE
=
9
1
9
.
4
0
L
FE
=
9
1
1
.
7
0
GFE =
918
.20LFE =
910
.50LFE = 907.80GFE = 915.50GFE = 914.80LFE = 907.10GFE = 916.40LFE = 908.70LFE =
909
.80GFE =
917
.50
L
F
E
=
9
1
0
.
4
0GF
E
=
9
1
8
.
1
0LFE =
910
.50GFE =
918
.20LFE =
910
.80GFE =
918
.50GFE = 918.10LFE = 910.40RGE = 907.30RGE =
910
.00RGE
=
9
1
4
.
4
0RGE =
914
.40RGE =
913
.90RGE = 913.30RGE = 913.30RGE = 909.90RGE =
910
.30RGE =
910
.00RGE
=
9
0
9
.
9
0
RGE =
909
.30RGE = 908.20RGE = 906.59915.88L
O
W
917.18HIGHLOLOLOLOLO
WOWOLOLOWOWOWOWOLOLIC. NO.DATE
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONWHITNEY M.S. BEHNY
XX/XX/XXXX 60768
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 8 GRADING (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 8 GRADING (PPLAT).DWG 58OF
49
-
2022-10-28
22-26553
49 GRADING PLAN
300 26553 49
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
EMEX MH
R=922.16
I=
EX MH
R=922.56
I=892.91
EX WTR MH
R=919.91
I=
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D&U EasementPer Doc. No. 618644R/W Easement
Per Doc. No. 618646
WETWETWETWETWETWETWET
WETWETWET
WETWE
T
WET
WET
WETW
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T
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T
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WETWETWETWETWETWETWETW
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W
W
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WWWWWWWWWW
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W WWW
W
W
WW
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WI
>I>I>I>I>I>I>IIIIIIIIIIII>I>>>>>I>I>I>I>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
II
IIIIIII<II
<II<II<II
<II
<II
<IITROTT BROOKTWIN LAKES PKWY
ROAD C
ROAD AROAD BBASIN C
100 YR HWL = 910.41
BASIN G
100 YR HWL = 917.42
BASIN E
100 YR HWL = 907.00
BASIN F
100 YR HWL = 906.50
BASIN D
100 YR HWL = 916.12
BASIN H
100 YR HWL = 914.50
100 YR HWL
113
119
112 111 110
118
92
100
107
103 102 101 9798 96
90 9189 95
99
78
61
79
60
80
130
133
16
77
76
93
121
132
131
12
4
11
3
10
2
9
1
8
15
7
14
6
13
5
17
OUTLOT B
68
66
65
64
63
62
67
69 70 71 72
75
73 74
94
104
123
128
105
127
122
126
106
125
120
OUTLOT D
108
124
109
117116115114
140
134
141
135
142
136
143
137
144
138
139
145
149
148
147
146
129
179
ROAD D
ROAD F
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
50
-
2022-10-28
22-26553
50 PLANTING PLAN
300 26553 50
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
>>>>>>>>WETWETWETWETWETWETWETWET
WETWETWET
WETWE
T
WET
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W
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T
WETWETWETI>I>>>I>>>>>>I
I
I
I
I
I>>>>
>>
>>>>>>IIIIIIVANHOE ST188TH
AVE
NW
ROAD C
ROA
D
G 188TH
AVE
NW
IV
A
N
H
O
E
P
K
W
Y
BASIN I
100 YR HWL = 911.34
288
276278277 275279280281282283284285286287
289
199
195
202
203
204
205
206
251
221
218
219
220
213
214
215
216
217
228
222
226
223
224
227
232
229 230 231
236
233 234
235
225
264
254
253
252
246
249
248 247
241
245 244 243 242
238240239
237
273272271270269268267266265
259
263262261260
256
258257
255
130
168
167
250
201
200
198
197
196
128
127
149
148
129
172
179
171
178
170
177
OUTLOT C
176
169
175
174
173
274
292
291
290
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
51
-
2022-10-28
22-26553
51 PLANTING PLAN
300 26553 51
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
Electric Transmission
Easement
Per Doc. No. 122470
OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWETWETWETWETWETWET
WE
T
WETWETWETWETW
W
W WWWWWWWWW
W
W W
WWWWWWWWWWWW
WW
W
W
W WWW
W
W
W
W
W WW
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W
WWWWWWWWWWWWWW
WWWWWWWW
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W
WWWWWWWWWWIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40188TH
AVE
NW
ROAD E
IVA
N
H
O
E
P
K
W
Y
BASIN M
100 YR HWL = 922.96
BASIN N
100 YR HWL = 922.04
BASIN Q
100 YR HWL = 918.21
BASIN R
100 YR HWL = 916.48
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
207
210
208
206
212
213
214
236
235
211209
OUTLOT E
314
294
306
298
305
297
304296
303
295
310
302
293
309
301
292
308
300
291
307
299
290
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
52
-
2022-10-28
22-26553
52 PLANTING PLAN
300 26553 52
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
R=922.16
I=
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
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WET WET
WET
WET
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T
W
E
T
WE
T
W
E
T
WET
WETWE
T
WETWETWET
WET
WET
WETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET
WETWETWETWETWETWETWETWETWETWET
WET WETWET
WETFP100FP100FP100
FP100
FP100
FP100 FP100FP100FP100W
W
W
W
W WWWWW
W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWW
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W
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T
WETWETWETWETWETWETWETWETWETWETIIIIII I
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<II
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<II<II<II
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<IITROTT BROOKROAD G ROAD AROAD BBASIN B
100 YR HWL = 915.29
100 YR HWL
OUTLOT A
29
22
31
44
46
50
53
180
185
84
88
56
55
54
81
59
61
79
60
80
82
57
58
83
155
151
156
157
158 159
85
8687
OUTLOT H
20
21
25
16
19
23
24
26
27
28
30
45
51
52
49
48
47
154
153 152
160 161
162
186
184183182
181
18
17
32
33
144
145
150
149
148
ROAD F
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
53
-
2022-10-28
22-26553
53 PLANTING PLAN
300 26553 53
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
WETWETWETWETWET
WETWETWETWETWETWETWETWETWETWET
WET
WET
WET
WET WET
WET
WET
WET
WET WE
T
WET
WE
T
WETWETWETWETWETWET
WET WET
WETWETWET
WETWETWE
T
W
E
T
WETWET
WET
WETWETWETWETWETWETWETWET
FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP10
0 FP100FP
1
0
0
FP100
F
P
1
0
0
FP100 FP100F
P
1
0
0
FP1
0
0 FP100FP100FP100
FP100FP1
0
0
FP1
0
0
FP100
FP100
F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100 FP100
FP100
FP100
FP100F
P
1
0
0
F
P
1
0
0
FP1
0
0
FP1
0
0
FP1
0
0
FP1
0
0
FP100
FP100
FP100
FP100
FP100 FP100 FP100 FP100WWWWW
W
WWW
WWWWWWWWWWWWW
W
WWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W WWWW
W
W
W
W W
W WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W WW
W
WWWWWWW WWWW
W WW
W
WW
W WWWWW
WWROA
D
G
BASIN K
100 YR HWL = 913.25
BASIN I
100 YR HWL = 911.34
BASIN J
100 YR HWL = 908.92
187
190
195
166
164
OUTLOT F
163
165
193
192
191
189
188
198
197
196
194
OUTLOT G
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
54
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2022-10-28
22-26553
54 PLANTING PLAN
300 26553 54
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
Parcel 1 COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWETWETWETWETWET
WETWETWETWETWETWETWETWETWETWET
WETWET
WET
WET
WE
T
FP100
FP100
FP100 FP100 FP100 FP100 WWWWWWWWWWWWWWWWWWWWWWWWW
W WW
W
WWWWWWW WWWW
W WW
W
W
W
W
W
W WW
W
W
W
W
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIBASIN R
100 YR HWL = 916.48
OUTLOT F
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
55
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2022-10-28
22-26553
55 PLANTING PLAN
300 26553 55
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
WETWETWETWETWETWETWETWETWETWETWETWETWETWET
WET
WET
WET
W
E
T
WE
T
WETFP
1
0
0
FP100
FP100 FP100FP100FP100
FP100 FP10
0
FP100 FP100FP100FP100 FP
1
0
0
FP100
FP100 FP100FP100FP100FP100
FP1
0
0 FP100FP100FP100FP100FP100FP10
0
FP10
0
FP10
0
FP100
FP100 FP100FP100FP100FP100FP100FP100FP100FP100F
P
1
0
0
FP10
0
FP100 FP100
FP1
0
0
FP1
0
0 FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100F
P
1
0
0
FP100FP100FP100FP
1
0
0
FP100
FP100FP100
FP100
F
P
1
0
0
FP100FP100FP100WWWWWWWW
W WWWW WW
W
W WW
W
W
WWWWWWWWWWWWWWWWWWWW XXXW
W
WWWWWWWWWW>>>>>>>>>>UU
U
WW
W
W W
W
W
W
W
W
W
W
W
W
W
W
W WWWWW
W
W
W
W
W
W
W
W
W
WW
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWETTROTT BROOKTRO
T
T
B
R
O
O
K
183
R
D
A
V
E
N
W
BASIN A
100 YR HWL = 908.79
41
42
44
39
45
43
40
32
33
34
35
36
37
38
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
PLANT SCHEDULE
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
56
-
2022-10-28
22-26553
56 PLANTING PLAN
300 26553 56
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
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22-26553
57 PLANTING NOTES AND DETAILS
300 26553 57
ELK RIVER MINNESOTA
PLANTING NOTES
AND DETAILS
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
TOP OF ROOTBALL TO BE SET ABOVE GRADE 3"
CUT AND REMOVE AT MINIMUM THE TOP HALF OF
WIRE BASKETS, BURLAP AND/OR TWINE AND
REMOVE FROM THE PLANTING PIT. AVOID CUTTING
OR SCARRING ROOTS. ANY ROOTS THAT ARE
SCARED OR BROKEN DURING PLANTING SHOULD BE
CUT CLEAN AT 90 DEGREES
BACKFILL PLANTING PIT PER TREE PLANTING
SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE
SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED
TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM
TWICE THE DIAMETER OF THE ROOTBALL
PLACE ROOTBALL ON UNDISTURBED SOIL AND
ENSURE TRUNK OF TREES IS PLUMB
3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH
(NATURAL COLOR) MOUNDED AT EDGE TO FORM A
SHALLOW SAUCER - DO NOT PLACE MULCH
DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN. WHEN PLACED IN PLANTING BED
USE PLANTING BED MULCH SPECIFIED
ROOTBALL DIA
2X ROOTBALL DIA
DEPTH OF
ROOTBALL
NEVER CUT PRIMARY LEADER
PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS
AND BRANCHES IMMEDIATELY AFTER PLANTING -
ALL PRUNING CUTS CLEAN AT 90 DEGREES
TIE NYLON STRAP AROUND TRUNK AS SHOWN
1/2" WIDE NYLON STRAPPING - COLOR TO BE
APPROVED BY LANDSCAPE ARCHITECT
FINISH GRADE
TREES 8'+TREES 6'-8'
HARDWOOD STAKES
2"X2"X8' LONG -
INSTALL OUTSIDE
OF ROOTBALL AT 5'
MAX HT
STAKING DIAGRAM,
NO STAKING TREES
UNDER 6'
DECIDUOUS TREE PLANTING DETAIL
NTS
1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,
FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE,
FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED.
3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH
FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.
4.REFER TO SPECIFICATIONS FOR TOPSOIL REQUIREMENTS.
5.REFER TO PLANTING AND SITE DETAILS FOR AMENDED SOIL DEPTH IN PLANTING
BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE.
6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL
APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S
REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF
INSTALLATION.
7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS
INDICATED IN THE PLANT SCHEDULE.
8.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE
PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN
SHALL GOVERN.
9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF
EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR,
FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S
REPRESENTATIVE.
10.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY
STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES
LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1.
11.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE
AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR)
AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR
FREE OF CHARGE WITH THE SAME GRADE AND SPECIES.
12.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO
HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED.
13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION
OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
14.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø)
AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING
DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE
FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER
TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN
CONSTRUCTION AND MULCH APPLICATION.
18.MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUAL
PIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITING
INGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON
DRAWINGS.
19.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE
LANDSCAPE ARCHITECT.
20.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
CONTRACTOR.
21.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.
22.TURF AREAS DISTRIBUTED BY CONSTRUCTION SHALL BE SEEDED IF NOT INDICATED
ON THE PLANS AS ANOTHER SURFACE.
23.INDICATED QUANTITIES ARE ESTIMATED AND SHOULD BE CONFIRMED BY THE
CONTRACTOR/BIDDER.
24.TREE TYPE IS SUBJECTED TO CHANGE BASED ON AVAILABILITY OF PLANT.
25.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES
PLANTING NOTES
DO NOT CUT PRIMARY LEADER. ALL TREES
SHALL HAVE A STRONG (CENTRAL) DOMINATE
LEADER
FINISH GRADE
TREES 8'+TREES 6'-8'
HARDWOOD STAKES 2"X2"X8' LENGTH -
INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT
STAKING DIAGRAM,
NO STAKING TREES
UNDER 6'
EVERGREEN TREE PLANTING DETAIL
NTS LD710
TIE NYLON STRAP AROUND TRUNK AS SHOWN
CUT AND REMOVE AT MINIMUM THE TOP HALF
OF WIRE BASKETS, BURLAP AND/OR TWINE
AND REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARING ROOTS. ANY ROOTS
THAT ARE SCARED OR BROKEN DURING
PLANTING SHALL BE CUT CLEAN AT 90°
BACKFILL PLANTING PIT WITH NATIVE
SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX
AMENDED TOPSOIL FROM A LOCAL SOURCE
WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL
TO THE DEPTH OF THE ROOTBALL MINUS 3"
AND A MINIMUM TWICE THE DIAMETER OF THE
ROOTBALL. PLACE ROOTBALL ON
UNDISTURBED SOIL AND ENSURE TRUNK OF
TREE IS PLUMB
3" LAYER OF SHREDDED HARDWOOD MULCH
MOUNDED AT EDGE TO FORM A SHALLOW
SAUCER - DO NOT PLACE MULCH DIRECTLY
ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
PRUNE ALL BROKEN, DAMAGED, OR RUBBING
LIMBS AND BRANCHES IMMEDIATELY AFTER
PLANTING
SET ROOT FLARE 3" ABOVE FINISH GRADE
1/2" WIDE NYLON STRAPPING - GREEN OR
BROWN COLOR
ROOTBALL DIA
2X ROOTBALL DIA
57
TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AS 63 ACER RUBRUM `FRANKSRED`2" CAL B & B
RED SUNSET MAPLE
BN 72 BETULA NIGRA 10` HT MIN B & B
RIVER BIRCH MULTI-TRUNK
CA 53 CARPINUS CAROLINIANA 2" CAL B & B
AMERICAN HORNBEAM
CC 16 CARYA CORDIFORMIS 2" CAL B & B
BITTERNUT HICKORY
CO 56 CELTIS OCCIDENTALIS 2" CAL B & B
COMMON HACKBERRY
GS 48 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`2" CAL B & B
SKYLINE HONEYLOCUST
GD 41 GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL B & B
KENTUCKY COFFEETREE
MA 29 MAACKIA AMURENSIS 2" CAL B & B
AMUR MAACKIA
PT 35 POPULUS TREMULOIDES 2" CAL B & B
QUAKING ASPEN
QB 50 QUERCUS BICOLOR 2" CAL B & B
SWAMP WHITE OAK
QM 45 QUERCUS X MACDANIELI `CLEMONS` TM 2" CAL B & B
HERITAGE OAK
TA 69 TILIA AMERICANA `MCKSENTRY`2" CAL B & B
SENTRY LINDEN
UH 69 ULMUS X `PATRIOT`2" CAL B & B
PATRIOT ELM
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AB 8 ABIES BALSAMEA 6` HT MIN B & B
BALSAM FIR
LL 26 LARIX LARICINA 8` HT MIN B & B
TAMARACK
PA 11 PICEA ABIES 12` HT MIN B & B
NORWAY SPRUCE
PD 5 PICEA GLAUCA 'DENSATA'12` HT MIN B & B
BLACK HILLS SPRUCE
PB 9 PINUS BANKSIANA 6` HT MIN B & B
JACK PINE
PS 16 PINUS STROBUS 6` HT MIN B & B
WHITE PINE
PLANT SCHEDULE
ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
AC 15 AMELANCHIER CANADENSIS 2" CAL B & B
SHADBLOW SERVICEBERRY
CM 15 CRATAEGUS MOLLIS 2" CAL B & B
DOWNY HAWTHORNE
PM 11 PRUNUS MAACKII 2" CAL B & B
AMUR CHOKECHERRY
VL 12 VIBERNUM LENTAGO 2" CAL B & B
NANNYBERRY
SEED MIX CODE QTY BOTANICAL / COMMON NAME
SM 60,912 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SM4 126,002 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SM2 258,230 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SM1 2,966,222 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SM5 213,293 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
RM 131,139 SF SEED MIX MNDOT 33-262
DRY SWALE / POND MIX
SM3 398,118 SF SEED MIX MNDOT 35-241
MNDOT SEED MIX - MESIC PRAIRIE GENERAL
26553 - 9 LANDSCAPE (PPLAT)
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PRELIM PLAT\26553 - 9 LANDSCAPE (PPLAT).DWG 58OF
-
2022-10-28
22-26553
58 PLANTING SCHEDULES
300 26553 58
ELK RIVER MINNESOTA
TTK
TTK
WB
NOTE:
THE CLARITY OF THESE PLANS DEPEND
UPON COLOR COPIES. IF THIS TEXT DOES
NOT APPEAR IN COLOR, THIS IS NOT AN
ORIGINAL PLAN SET AND MAY RESULT IN
MISINTERPRETATION.
LIC. NO.DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONDANYELLE PIERQUET
XX/XX/XXXX 49121
BRADFORD PARK
DEVELOPMENT
LENNAR HOMES
CITY LANDSCAPE REQUIREMENTS
GENERAL LANDSCAPE REQUIREMENTS
ALL SUBDIVISIONS SHALL BE PLANNED, DESIGNED AND MAINTAINED CONSISTENT WITH THE FOLLOWING:
·TREES SHALL HAVE A TRUNK DIAMETER OF NOT LESS THAN TWO (2) INCHES, AND SHALL BE PLANTED IN NOT
LESS THAN ONE CUBIC YARD OF GOOD GROWING SOIL WITH SUITABLE AMOUNT OF FERTILIZER.
·BOULEVARD TREES SHALL BE PLANTED AT INTERVALS OF AT LEAST ONE TREE PER LOT AT A DISTANCE OF AT
LEAST SIX (6) FEET BUT LESS THAN TWELVE (12) FEET FROM BEHIND THE CURB.
·YARD TREES SHALL BE PLANTED IN INTERVALS OF ONE TREE PER LOT AND LOCATED BETWEEN THE EDGE OF
THE RIGHT-OF-WAY AND FRONT OF THE HOUSE.
·CORNER LOTS SHALL REQUIRE TWO BOULEVARD TREES, ONE PER STREET FRONTAGE.
PLANTING
SCHEDULES
58
LANDSCAPE REQUIREMENTS
PLANT TYPE REQUIRED ADDITIONAL TOTAL
DECIDUOUS TREES 699 0 699
EVERGREEN TEES 75 0 75
WETWETWET WET
W
E
T
FP100 FP100FP10
0
FP1
0
0 FP100FP100
FP100 FP100FP100 FP1
0
0 FP100FP100FP10
0
FP10
0
FP100 FP100FP100FP100FP100FP10
0 FP100FW
FWF
W
FW
FW FWFWFWFW
FW
FW
FW
FW
FW
FW FWFW
FWFW
FWFWFW
FW
FW
FW
FW
FW
FW
FW
FW COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL
OHLOHLISGInc.com
CAD FILE NAME
Architecture + Engineering + Environmental + Planning
26553 GHOST PLAT
FILE LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\26553 GHOST PLAT.DWG
ISG PROJECT NO. 22-26553
FOSTER PROPERTY DEVELOPMENT
ELK RIVER, MINNESOTA - 2022/04/21
GHOST PLATTED AREAS N0
SCALE IN FEET
60 120
PROPERTY LINE, TYP.
6 AC LOT SPLIT LINE
CONNECTION TO 183RD AVE NW
FEMA FLODPLAIN
FLOODWAY
CENTERLINE OF TROTT BROOK
STORMWATER BASIN
60' ROW65', TYP.
6' SIDEWALK
PROPERTY LINE, TYP.
R58'
60' ROW
40' ACCESS EASEMENT, TYP
STORMWATER BASIN
14 SINGLE FAMILY LOTS
32 CMA UNITS
28 LIBERTY UNITS
60 TOTAL
BRADFORD PARK DEVELOPMENT
5/22/2023
Lennar Zone Change
Please consider the following and let me know why this shouldn't be addressed before
approval;
I'm Jim Sweazey. My wife, Sharon and I own the property on the south west side of Cleveland
that intersects the proposed second phase of this development.
We feel that this preliminary plan cannot be approved without consideration of the impact of
the next phase.
These. planned unit developments have a mixture of housing types but phase 1 only has the
larger home sites.
Our concern is if these smaller high density buildings are not in this phase then where will they
be located? It would be irresponsible to approve this application without considering the
development as a whole.
Personally our issue is locating them on all three side of our property. If this would greatly
impact our property values and quality of life. Zoning ordinances are meant to keep this from
happening.
This loss of value can easily be demonstrated by builders own action including this
development. They will not build high density housing near single family homes without a
separation with ponds, trees, or sometimes larger lots. I have searched the existing
developments in the area and only found one near the elementary school. This makes good
sense. It maintains the value of single family home lots that often require a premium charge. If
developers won't do this around their own property they should not be allowed to do it to
others. They would be taking my property value and profiting by it for themselves.
We don't fault them for proposing this, corporations are in business to make a profit but it is
the duty of the city to protect citizen's rights.
Much of the planned multilevel townhouses would be close to and tower over my current
home. From my experience these often becomes rental property.