Parks and Recreation Special Meeting (10)
Parks and Recreation Commission
Regular Meeting
&
Work Session
Agenda
Wednesday, August 14, 2024
7:30 PM
Elk River City Hall
▪ Regular meeting in Council Chambers
▪ Work Session meeting in Upper Town Conference Room immediately following regular meeting
1. CALL SPECIAL MEETING TO ORDER
1.1 Regular Meeting Cancelation and Special Meeting Notice
2. PLEDGE OF ALLEGIANCE
3. CONSIDER MINUTES
3.1 07-10-2024 Parks and Recreation Commission Minutes
4. OPEN FORUM
An opportunity to provide comments and feedback regarding items not on the agenda. Information provided in Open Forum
will not be discussed at this meeting; rather, the information will be referred to staff and/or scheduled for discussion at a future
meeting.
5. PRESENTATIONS, AWARDS, AND RECOGNITION
5.1 Summer Program Recap Presented by Lauren O'Neil- Recreation Intern
6. ACTION ITEMS
6.1 Veteran Resilience Program Special Event Request at Lion John Weicht Park
6.2 Bradford Park South Development - Lennar Homes
7. DISCUSSION ITEMS
7.1 Meadowsweet Bend Development
8. RECREATION MANAGER UPDATE
8.1 Parks and Recreation Manager Update
9. ANNOUNCEMENTS
10. MOTION TO ADJOURN SPECIAL MEETING
11. WORK SESSION
11.1 Concept Review: The Specht Family Farm Housing Development
12. MOTION TO ADJOURN
Page 1 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional
service, and community engagement that encourages and inspires prosperity
Page 2 of 72
Page 3 of 72
Page 4 of 72
Meeting of the Elk River
Parks and Recreation Commission
Held at the Elk River City Hall
July 10, 2024
Members Present: Chair Dave Anderson, Commissioners Melissa Fermoyle, Joy Goodwin, Greg Loidolt,
Mike Niziolek, Hal Stewart, Jill Varty
Members Absent: none
Council Liaison: Councilmember Mike Beyer
Staff Present: Assistant City Administrator/Business Services Director Joe Stremcha, Parks and
Recreation Manager Jeff Shelby, Recreation Sports Coordinator Warren Ellingworth,
Recreation Assistant Ali Wallace
1. Call Meeting to Order
Pursuant to due call and notice thereof, the meeting of the Elk River Parks and Recreation
Commission was called to order at 6:30 p.m. by Chair Anderson.
2. Pledge of Allegiance
3. Consider Agenda
Moved by Commissioner Loidolt and seconded by Commissioner Niziolek to approve the
July 10, 2024, agenda. Motion carried 7-0.
4. Consider Minutes
Moved by Commissioner Goodwin and seconded by Commissioner Varty to approve the June
12, 2024, Parks and Recreation Commission Minutes. Motion carried 7-0.
5. Open Forum
6.1 Athletic Facilities Master Plan
Mr. Stremcha presented the report. Going forward it would be helpful to schedule work sessions to
discuss the plan more in depth. If it is possible, we can start meetings earlier or else we will need
longer nights to discuss each of the locations. Mr. Stremcha shared there was a typo on page 11 of the
master plan. It should state five rectangular fields will be added at the PT Complex instead of three.
The plan outlines the facilities that will be improved upon over the 10-year period. It is up to the
Commission to identify those priorities and weigh out the timeline for implementation.
Chair Anderson thinks there needs to be an overall presentation at the next meeting. Mr. Stremcha
suggested having a work session earlier at 5:30 or 6:00 and then the regular meeting after the work
session to accommodate for staff and HKGi. Commissioners discussed and agreed on starting at 6:00
p.m. for the 90-minute work session before starting the regular meeting.
Moved by Commissioner Goodwin and seconded by Commissioner Fermoyle to change the
time for the August 14, 2024, Commission meeting to 6:00 p.m. to accommodate for the work
Page 5 of 72
Parks and Recreation Commission Minutes Page 2
July 10, 2024
session for the Athletic Fields Master Plan with the regular meeting starting 1.5 hours after
the work session begins. Motion carried 7-0
Commissioner Fermoyle asked for clarification regarding the time change, will it only be for the next
meeting or for all meetings moving forward. Mr. Stremcha shared it will for sure be for the August
meeting and depending on how far we get at that meeting, we will reassess for September and
October.
Commissioner Niziolek would like a clearly identified payment structure associated with
improvements and years associated with it. It needs to be carefully planned out. Mr. Stremcha said we
can work on that.
Commissioner Loidolt wants to make sure that changes can be made to plans before the ground is
broken if things are not perceived right. Mr. Stremcha said at this stage we are talking about
conceptual plans for the improvements, once we get into the bidding process that is when we get
more in depth of the commitment stage.
Commissioner Fermoyle asked if there is any history, they need to be made aware of or be educated
on before moving forward since she is a new commission member. Mr. Stremcha shared he will get
her caught up offline on past conversations. Chair Anderson shared there had been a committee of
stake holders that participated in some of the development of the plan, but none of the original
members are left.
Commissioner Goodwin asked if this is the plan that we are for sure moving forward with. Mr.
Stremcha shared that nothing is definitive at this point. This is the project in the scope of addressing
the follow up concerns from the HKGi study regarding the number of fields and the long-term
useability. The Master Plan tries to identify those areas of concerns and then it is up to the
Commission to prioritize that we agree, and this is the sequence, and are we going to build a $2
million dollar field or build a $1.5 million dollar field.
Councilmember Beyer shared there was a company that was hired to do the plan. It is the
Commission’s responsibility to make a good recommendation to the City Council.
Chair Anderson would like to change the name to Athletic Facilities Concept Plan instead of Master
Plan. He feels the plan is going to change many times and it is easier to change a concept plan over a
master plan. Councilmember Beyer agrees because the perception out in the community is that this is
a plan, and we are already moving forward and thinks Concept Plan is a good recommendation.
Chair Anderson shared that the Commission is a recommending body; we do not make any decisions
we make recommendations to the City Council for their approval, or they can change it. He shared he
is concerned about the potential cost and how we will pay for it. Once we have the concept and get to
the implementation then we have an opportunity to weigh in on the funding options.
Mr. Stremcha shared there is not the cash capital available to do these projects outright. The three
phases would be constructed through bond issuance process. Chair Anderson shared a bonding
scheme, referendum, sales tax, or pay as you go are all options and the Commission can make
recommendations.
Page 6 of 72
Parks and Recreation Commission Minutes Page 3
July 10, 2024
Chair Anderson asked Mr. Ellingworth if he would like to share how important this is and his
involvement in the process.
Mr. Ellingworth shared that the youth associations are very excited to have this concept plan in place.
The data was gathered from surveys that were taken by the youth sports associations. They had a high
participation rate because the associations are very passionate about getting their people involved so
their voices can be heard. This plan reflects the majority of what they are asking and looking for. Long
term, we do not have enough fields to let them rest and allow the grass to grow back so they are in
good quality playing condition. Adding more rectangular fields will be vital to the associations and the
community. Looking at other changes, the Dave Anderson Athletic Complex is a great location that is
used for internal programming, such as soccer and youth baseball. At the Oak Knoll Athletic
Complex, it would be beneficial to move the rectangular fields to the Plants and Things Recreation
Complex so they are all in one spot, and then make Oak Knoll a baseball/softball complex. Adding a
miracle field would be an awesome opportunity for individuals with disabilities. The addition of
soccer/football/lacrosse fields at the PT Complex would provide associations their own home space.
Fields 1-4 can be used for baseball and softball, fields 5 and 6 are only for baseball. The addition of
four fields near the windmill would add more fields for softball and younger baseball. One of the
biggest points of feedback we received from the associations is they really liked having a home space
and designated spot they can play without being split up, especially for tournaments. We have a lot of
local tournaments, but we are getting more requests to do tournaments from associations outside of
Elk River. This project would be very important to the community because it has the impact to bring
more people to the city if we can have more tournaments. He stated he receives compliments and
emails from people that have attended tournaments so if we can continue to use this as our building
block, Elk River would be very fortunate to have something like that and he believes the community,
overall, would support that. This concept addressed the majority of what the associations are asking
for. The biggest thing for two of the largest organizations, baseball, and softball, is they like the
concept of having eight fields in one location for tournaments, which will allow them to have longer
tournaments with more teams, which brings more people into the community. He shared the outline
of the project is over ten years, and he thinks this would address the needs of the community and
allow us to rest the fields. Our Parks Maintenance staff takes a lot of pride in taking care of the
facilities and he knows that will continue.
Commissioner Niziolek asked if we have specific numbers that shows how many people that go to
Plants and Things Recreation Complex then make it into downtown Elk River. Mr. Stremcha shared
our Economic Development Authority has data from Placer Ai and we can ask them to provide that.
He shared that he has referenced it when utilizing it as a sponsorship incentive to reiterate this is the
economic impact, we have in the area based on the user experience and cell phone data.
Councilmember Beyer shared it is a very powerful tool and we were able to see the top spots that
people went to before and after the section hockey games, which had thousands of people.
Mr. Ellingworth shared people are staying at the fields longer and spending their money at the
concession stand, which supports the youth organizations which they put the money right back into
renting fields and field house, so it is a win, win. They may not go to a local restaurant, but they are
supporting local youth organizations, which circulates back through the city.
Commissioner Stewart asked if there are any projections for concession sales based on this plan and
how it would impact our concession ability. Mr. Stremcha said we have considered ways of having
concessions run through the city, but not in the immediate future. We have had vague brainstorming
Page 7 of 72
Parks and Recreation Commission Minutes Page 4
July 10, 2024
discussions on the subject, but we are going to give the concessions operations at the FT Center an
opportunity to get stabilized before we travel down those broader, long-term possibilities.
Commissioner Loidolt said if the concessions are not run through the organizations, it will take away
a significant amount of money from them, which makes the user fees go up. Mr. Stremcha shared that
the City could stock it and then staff it through them with volunteers being compensated, essentially
contracted concession stand hours. They would still provide the volunteers and work it but with a
consistent product and menu available. This was a very entry level conversation, and we recognize
that the user groups have a vested interest in the concession stand.
6.2 Rivers Edge Commons Seating
Mr. Stremcha shared the staff report regarding the seating which is eroding due to the drainage at the
park. The City Council did make it clear that we would not leverage the Park Improvement or Park
Dedication Funds. There are some alternative funding sources that can be leveraged for a project of
this scope and the Council will continue those conversations. Councilmember Beyer shared the
Council sees the value of this to continue and that is why they asked that it come back to the
Commission to get pricing. Mr. Stremcha shared if the Commission has potential concerns and would
like to offer that input, now would be a perfect time before the scope of work is developed.
Chair Anderson shared drainage or not, if we put limestone back on the hill it will erode again. Mr.
Stremcha shared that City Council’s consensus is to use concrete.
Commissioner Niziolek asked how long the park could potentially be closed. Mr. Stremcha shared it
depends on the Spring season, and it could be until May because it takes time for the turf to be
reestablished. The goal is to have it open by the first concert in June. Councilmember Beyer asked if
could be open for the Memorial Day program and Mr. Stremcha said we will shoot for that, but it is
all weather dependent for these projects. Commissioner Niziolek asked if we have a picture of the
concrete design. Mr. Stremcha said we do not have one at this stage, but he thinks Champlin has a
similar design with concrete and grass.
Commissioner Goodwin confirmed the functionality will be like what we have now, just not
limestone and Mr. Stremcha confirmed that is correct.
6.3 Disc Golf
Mr. Stremcha presented the staff report. Camp Cozy was discussed as a potential site, but disc golf is
not a compatible amenity. The parks that have potential sites are Meadowvale Heights Park and Burr
Oak Park. Any items or inclusions of amenities for those locations would be great opportunity to
discuss at a site tour.
Commissioner Niziolek suggested having a natural resource inventory before we look at Burr Oak
and make sure the natural resource elements might be negatively impacted by foot traffic. There are
some indications that some plant communities are worth looking at. Chair Anderson asked who could
make that assessment and Commissioner Niziolek said he could seek individuals that could look at
that, but he is not sure if staff has any recommendations. Mr. Stremcha said if he has any referrals
staff can take that into advisement.
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Parks and Recreation Commission Minutes Page 5
July 10, 2024
Chair Anderson thinks the Fall would be a better time for a tour, instead of July or August. Mr.
Stremcha asked if there are suggestions for a date and time to tour both parks.
Commissioner Niziolek asked if the natural resource inventory before the tour. Chair Anderson said
you would do the inventory after the tour if Burr Oak were going to be the location. There is no sense
in doing the inventory if Burr Oak is not an option.
Commissioner Goodwin asked for clarification about the inventory. Chair Anderson said it is about
possibly destroying a natural resource.
Commissioners agreed to have the park tours on Tuesday, September 10 at 6:00pm.
Commissioner Niziolek asked about parking at Oak Burr and Mr. Stremcha said those specific
concerns will be discussed during the tour of the facilities.
7.1 GNRT Grant Application
Mr. Shelby shared the staff report. Gina Hugo, Sherburne County Parks Director, shared what the
Great Northern Trail partnership is about and the revised proposal. She went over each of the
features that the Commission agreed upon at the work session on June 12, 2024. The first feature
which is on the south end near Meadowvale Elementary is a bike repair station with a concrete pad.
Feature two is a bike repair station and bench with concrete pad in Woodland Trails Regional Park,
potentially located near the park kiosk. Feature three is located at County Road 33 & Watson which
would include a restroom screen by the portable toilet with a concrete pad and a bench with a
concrete pad. Feature four is at 221st Ave parking lot, would include a trailhead sign with map and
information, Hi-viz ADA width limiter gates, and a bench with a concrete pad along the trail.
The total out of pocket would be $31,973.33 for the Elk River Project Components. The partnership
asks for a recommendation for a resolution of support which is required from all the participating
partners of the grant for the proposal.
Moved by Commissioner Stewart and seconded by Commissioner Niziolek to recommend to
City Council to approve the Great Northern Trail grant application as presented. Motion
carried 7-0
8.1 Parks and Recreation Manager Update June 12, 2024
Mr. Shelby presented his staff report.
10. Announcements
11. Adjourn Regular Meeting
Moved by Commissioner Fermoyle and seconded by Commissioner Varty to adjourn the
regular meeting of the Parks and Recreation Commission at 7:45 p.m. Motion carried 7-0.
Page 9 of 72
Parks and Recreation Commission Minutes Page 6
July 10, 2024
Minutes prepared by Ali Wallace.
___________________
Dave Anderson, Chair
___________________
Tina Allard, City Clerk
Page 10 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Parks and Recreation Commission
Item Number
5.1
Meeting Date
August 14, 2024
Prepared By
Dawn Larson, Senior Administrative Assistant
Item Description
Summer Program Recap Presented by Lauren
O'Neil- Recreation Intern
Reviewed by
Jeff Shelby
Joe Stremcha
Action Requested
None
Background/Discussion
Lauren will briefly describe her role with parks and recreation. She will then share a PowerPoint with the
commission and highlight our summer programs with some statistics and photos.
Financial Impact
None.
Mission/Policy/Goal
Opportunity to live, work, and play.
Attachments
None
Page 11 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Parks and Recreation Commission
Item Number
6.1
Meeting Date
August 14, 2024
Prepared By
Karen Wingard, Farmer's Market/Event Coordinator
Item Description
Veteran Resilience Program Special Event Request at
Lion John Weicht Park
Reviewed by
Jeff Shelby
Joe Stremcha
Action Requested
Approve, by motion, Veteran Resilience Program event request for Lion John Weicht Park on Saturday,
September 28, 2024.
Background/Discussion
Zachary Binsfeld will present a plan to shift their event from the original 5K at Orono Park to a modified
event at Lion John Weicht Park.
Financial Impact
N/A
Mission/Policy/Goal
Help, not hinder citizen quality of life.
Attachments
None
Page 12 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Parks and Recreation Commission
Item Number
6.2
Meeting Date
August 14, 2024
Prepared By
Joe Stremcha, Business Services Director/Assistant
City Administrator
Item Description
Bradford Park South Development - Lennar Homes
Reviewed by
Jeff Shelby
Joe Stremcha
Action Requested
Recommend, by motion, park dedication for the Bradford Park South Develpment be paid in cash, at the
applicable rate at the time of recording, for 119 dwelling units.
Background/Discussion
The preliminary plat for Bradford Park was approved on July 17, 2023, encompassing a total of 314 buildable
parcels. The first phase included 82 single-family home sites, aligning with the phasing plans. The applicant is now
proposing an amendment to the area southeast of the main pond, removing the multifamily component and
replacing it with 119 single-family parcels. This phase of the development will be known as Bradford Park South.
The first phase did not include any park amenities, but this phase and future phases should begin to develop the
city’s vision for park amenities in more detail. The original preliminary plat included a 5.5-acre park. That park will
be dedicated to the city for future park needs in the area. The proposed trails will create a robust addition to the
city’s park and trail system.
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.
Phase 1 required 26.56 acres of park per ordinance. The agreed upon park plan dedicates 27.37, a difference of
.8056 acres. Phase 2 requires 10.067 acres of park per ordinance or $364,821.87 for park dedication. IF the previous
agreement is applied to the park dedication fee, then the $364,821.87 is reduced by 8% (.8056/10.067acres) and
totals $335,636.12.
Financial Impact
Funds obtained through park dedication are able to be applied towards new park capital projects.
Page 13 of 72
Mission/Policy/Goal
Responsibly grow.
Attachments
1. Location Map
2. Bradford Park - Park and Trail Exhibit
3. Bradford Park South Plans
4. Ghost Plat of Adjacent Lot
Page 14 of 72
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ROAD C
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ROAD M ROAD NROAD OROAD PROAD Q
ROAD R
ROAD S
ROAD T
ROAD U
ROAD
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ROAD
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D JROAD KROAD D
ROAD F
MODIFICATION IS SHOWN
AS CONCEPTUAL ONLY.
REQUIRES ADDITIONAL
GRADING AND REMOVALS.
TRIAL IS SHOWN AS CONCEPTUAL
AS COST SHARING IS BEING
DISCUSSED BETWEEN AGENCIES.
ISGInc.com
CAD FILE NAME
Architecture + Engineering + Environmental + Planning
26553 PARK EXHIBIT
DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL_NON PRODUCTION DRAWINGS\26553 PARK EXHIBIT.DWG SAVED BY: TODD.KIRK
N0
SCALE IN FEET
250 500
UPLAND PARK AREA (1,192,319 SF / 27.37 AC)
TRAILS AND WALKWAYS (4,977 LF)
WATER FEATURE (627,300 SF / 14.40 AC)
REGIONAL TRAIL ELIGIBLE FOR TRAIL CREDIT
AT CONSTRUCTION COST (4,860 LF)
TRAILS TO BE CONSTRUCTED BY OTHERS
TO BE EVALUATED
WITH FUTURE
PRELIMINARY PLAT
Page 16 of 72
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 1 TITLE (PPLAT-SE)
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 - SE\26553 - 1 TITLE (PPLAT-SE).DWGBRADFORD PARK DEVELOPMENT SOUTH
ELK RIVER, MINNESOTA
PROJECT INDEX:
OWNER:
LENNAR HOMES
16305 36TH AVENUE NORTH
PLYMOUTH, MN 554466
PROJECT
ADDRESS / LOCATION:
S36 T33N R26W
SHERBURNE COUNTY
ELK RIVER, MINNESOTA
PROJECT MANAGER: JERREMY FOSS
EMAIL: JERREMY.FOSS@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
35OF
-
2024/06/24
22-26553
1 TITLE SHEET
---- ---- 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
TJW, JDF
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 SITE DETAILS
4 SITE DETAILS
5 SITE DETAILS
6 SITE DETAILS
7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
10 SWPPP DETAILS
11 EXISTING SITE & REMOVALS PLAN
12 EXISTING SITE & REMOVALS PLAN
13 EXISTING SITE & REMOVALS PLAN
14 OVERALL PRELIMINARY PLAT
15 PRELIMINARY PLAT
16 PRELIMINARY PLAT
17 PRELIMINARY PLAT
18 SITE PLAN
19 SITE PLAN
20 SITE PLAN
21 UTILITY PLAN
22 UTILITY PLAN
23 UTILITY PLAN
24 GRADING PLAN
25 GRADING PLAN
26 GRADING PLAN
27 PLANTING PLAN
28 PLANTING PLAN
29 PLANTING PLAN
30 PLANTING DETAILS
31 PLANTING SCHEDULES
32 OVERALL WETLAND IMPACTS PLAN
33 DETAILED WETLAND IMPACTS PLAN
34 DETAILED WETLAND IMPACTS PLAN
35 DETAILED WETLAND IMPACTS PLAN
Page 17 of 72
EMWDr
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W
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WETWETWETWET
FP100FP1
0
0 FP100FP100FP100FP100FP100FP100FP100FP100F
P
1
0
0 FP100FP100FP100F
P
1
0
0
FP100
F
P
1
0
0
FP100FP100
FP100
FP100FP100FP100FP100FP10
0 FP100FP100
FP10
0
FP100
W
WWWW WWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWUU
U
W
W
W
W
W
W W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
WWWWW
WWWW
W
WW
WWW
W
W
W
W
W
W
WWWW WWWWWWWWWWWWWWWWWWWWWWW
W
W
W
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W
W
W
WWW
W
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WETWETWETWET
W
E
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WET WE
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WETWETW
E
T
WET
WETWETWET WETWET
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
187TH AVE
185TH A
V
EKENNEDY STLINCOLN STGRANT
ST
186TH AVE
185
T
H
A
V
E
ROAD
H
R
O
A
D
M
ROAD PROA
D
I
ROA
D JROAD K186TH AVE
185TH C
I
R
TRO
T
T
BROOKCOUNTY HIGHWAY NO. 40LIC. 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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 2 OVERALL (PPLAT-SE)
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 - SE\26553 - 2 OVERALL (PPLAT-SE).DWG 35OF
2
-
2024/06/24
22-26553
2 OVERALL SITE PLAN
---- ---- 2
ELK RIVER MINNESOTA
OVERALL SITE
PLAN
0
SCALE IN FEET
200 400
TTK
TTK
TJW, JDF
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:433 / 252.73 = 1.71 DUA
WETLAND AREA:2,297,122 SQ. FT / 52.73 AC.
WETLAND IMPACTS:117,327 SQ. FT / 2.69 AC
NET WETLAND
AREA:2,179,795 SQ. FT / 50.04 AC
*NET AREA:8,711,729 SQ. FT / 200.00 AC.
NET SITE DENSITY:433 / 200.00 = 2.17 DUA
PROPOSED ROW:1,195,110 SQ. FT / 27.44 AC.
ROAD EASEMENT:0 SQ. FT / 0 AC.
OUTLOT AREA:5,634,745 SQ. FT / 129.36 AC.
**LOTS AREA:4,178,996 SQ. FT / 95.94 AC.
IMPERVIOUS %22.0% COVERAGE
TRAILS:9,845 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 53 55'130'7,150 SF
MIN. 65' SINGLE FAMILY LOTS 66 65'130'8,450 SF
TOTAL UNITS 119
NOTE: DENSITY IN THE CALCULATIONS ABOVE IS INCLUDING THE ENTIRE
SITE INCLUDING THE PREVIOUSLY APPROVED PLAT AREA.
NOTE: SITE SUMMARY TABLE ONLY REFLECT NEW PRELIMINARY PLAT AREA.
PREVIOUSLY APPROVED PLAT
Page 18 of 72
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)
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
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 - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
3
-
2024/06/24
22-26553
3 SITE DETAILS
---- ---- 3
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 19 of 72
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
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 - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
4
-
2024/06/24
22-26553
4 SITE DETAILS
---- ---- 4
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 20 of 72
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
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 - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
5
-
2024/06/24
22-26553
5 SITE DETAILS
---- ---- 5
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 21 of 72
55'
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
65'
7.5' SIDE SETBACK
7.5' SIDE SETBACK
(20' WHEN CORNER LOT)20' REAR SETBACK10'5'5'10'25' FRONT SETBACK50'60'UTILITY EASEMENT
BUILDING PAD
FUTURE DRIVEWAY.
FINAL LOCATION AND
SHAPE DEPENDANT ON
FLOOR PLAN CHOSEN.130'LOT AREA: 8,450 SF
LOT LINE, TYP
RIGHT OF WAY, TYP
℄ STREET
SIDEWALK, IF ON SAME
SIDE OF STREET
55' SINGLE FAMILY
TYPICAL LOT LAYOUT
65' 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 10'10'OPTIONAL REAR DECK
OPTIONAL REAR DECK
20' AT CURB LINE 20' AT CURB LINE
BUILDING SETBACK BUILDING SETBACK
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 3 DETAILS (PPLAT-SE)
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 - SE\26553 - 3 DETAILS (PPLAT-SE).DWG 35OF
6
-
2024/06/24
22-26553
6 SITE DETAILS
---- ---- 6
ELK RIVER MINNESOTA
SITE DETAILS
TTK
TTK
TJW, JDF
Page 22 of 72
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26GRANT ST
186TH CIR
185
T
H
A
V
E
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
234
235
211209
314
310 309
308
307
COUNTY HIGHWAY NO. 40WW
W
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2
092092092092
0920 9209209309309
3
0930 9
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93
0 93094094
0940 94088288288288288488488688688888889289289489489689689890290
2902 9049049049
0
4
9
0
4 906 908 9129149149169169169169
1
8 91891891892
2
9229249249269269289289289289329329349349369
3
6936 9369389
3
8
9
3
8938 9389
3
8938938938938942942
890900910 920920930930930 9309409408828848868888928948968989029
0
2 902904904904 90490490
6
9
0
8 9129149169189229
2
29249249269269289289289289289289329329349349349349369
3
6
93
8 9389429429
4
2942942 9429429429429429429
4
294294
29429429
4
2942942942880880
890
890900
900910920
930
930930
882882
884
884
886886888
888
892892
894
894896
896898
898902902
904904
9069069
0
6906906908912
912
912912912912
912
914
914
914
916918922924926
9289329
3
2
932
932
93293
2
932
932932932
89089
0
900
900
910
920
930
930
892892894
894896
896
898
898
90
2
9
0
2
902902904
904
90690690690
6
906906906906906
9069069
0
6
906
906908912
914914
9
1
4
91491
4
916
918
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
890890
900
900910910920
9
2
0920920920
92
0
930
930930886
886
886886
888888
892
892
894
894
896
896
898
898
90290
290490490490
4
904904904
904904904
90
6
90
6
906906908
908
912
912914
9149169169189
1
8918
918
922
922922
922924924924
924
926926926
9
2
6926
926
92892893293
293293
2
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6 89089090090091091
0910
920
9309
3
0
930
9309308848848868868888888928928948948968968988989029029049069
0
690690690690
6
906
9089129
1
2
912
914916
918
922
924926
928
932934936938 900910920920
920
9
2
0
92
0920
920
930940
94090290490490490
4904
906908912914914914914
9149149
1
4
916
916916916
91691
6
916
916
9
1
6
916916916
916
916
916
918
91
8
9
1
8
918
918
9189189
1
8
91891891891
8918918
91892292
2
922
924
924924924
924
926
926
926
928
928928928928
932
934
936936936
93
8
942942942
942
942
942942
942942942
920
920
9
2
0
920920920
920
920
93
0
9
3
0
940
94091
4
914
91491491
4
914914914914914916
916916
916918
918
922
922
92
2
922
92
2
92292
4
924924924
924
924
926
926
926
926
928
928
928
92
8
932934
936
936
936
936936936
936
938938
938
938938
938938
938
942
942944944
920
920920920920
920
92
0
9
2
0
920
9
2
0
920
920
920
914914
916
916
916916
918
918
918
918918
918918918
922
9229229249249249
2
49249249249
2
4
924 924926920
912
912914
914914914916918
922924926
9109109209209089089129129149149169169189189229
2
2
9249109109
1
2
912914916916916
900896898 902 904 906
900
898
902
904
906
LS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>920
914 916 918 922924926920
922
924
926
92
8
930940 926928932934936938
942944930
928
932
930
928
932
934
936912914916918910
904
906
908
910902904906908910912
914916906908908920
922
924
920916
918
9
2
2 920930922924926928918
912914914
916
918
918
91
8
920
918
922
924
926
9309269289
3
2
934920922924926930
926
928906908
906
908 SFSFSF
SF
SF
SFSFSF
SF SFSF SFSFSF SFSFSF SFSFSFSFSF
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 4 SWPPP (PPLAT-SE)
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 - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF
7
-
2024/06/24
22-26553
7 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
---- ---- 7
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
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.
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 23 of 72
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029
0
2 902902 904904904 90490490490
4904 90
6906906
9
0
8 912914916918922924926928928928 932 934934934 936938
9009109109109
2
0 92092
0 920920930940894 8968989029049049
0
4 90490
4 9069069069069069
0
6
90
6906 9
0
6 906906908 908908912912912914914914916916 9169
1
8 9189189229249269289
3
2932932 93493
6
9
3
8938938938
9
3
8
9009009009
1
0 9109
1
0910 9109
1
0 9109109109109109208988988
9
8898 8988988988988988988
9
8898898898898 9029029029049
0
6 9069069089089
0
8 9089089089
0
8 9089089129149169189
2
2 924924924900900900 910920
8
9
8
89
8
898898 8
9
8898 8988988
9
8898 89
8898 8
9
8898 898898898898 898898 8988988
9
8
8
9
8 89889889889889889889889889
8898898898898 9029049
0
6
9
0
89089
0
8 9089
0
8
9
12
9
1
4
916 91891891
8
9
0
0 91089
6
8
9
6
898898898898 8
9
8898 898898898898898 902904906 908912914916916 916918918
900910910 910 9109
1
0 91092092089689
68968968988988
9
889889889889889
8 8989029049
0
6 90890891291291
2 912914914916916918918922922924924880
880
890
890
900
900
900
878
878
882
882
884
884
886
886
888
888
892
892
894
894
896
896
8968
9
6
896
8968988988988988988988988
9
88988988988988988
9
8
898898
89
8898898898
8988
9
8
89889889889889889889889
8
8988988988
9
8
898
898
898898
898
898
898902
902902
904
904
904906
880
880
890
890
900
9
0
0
900
900
900
900
90
0
882
882
884
884
886
886
888
888
892
892
894
894
896
896
898898
898
89
8
898898
898898898898898898898898898898898898
898
898898
898
898902902
902
902
904904
904
904
904
904904
904
880880
890
900900
9
0
0900900
900
882882
884
886
888892894896
898898
8
9
8898898898898
89
8
898
8
9
8
898898
89
8
898902902902
902
9
0
4904904
904
906
906906906908
9
0
89089
0
8
908
908900910910920920
898898898898898898
898898
8989029029029029049049
0
6906906
9069069069069
0
6906
906
906
906908908
908
908
908
908908908
908
908
912
912914914916916918918922922
9009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900900898898898
898
902
904
906
906
90
6
906906906906
90690690690690690
6
906906906906906
906906
910
910
920920
930
930
930
930
9029
0
2
9
0
4
904
9069069069
0
6906906
908
908912
912
914
914
916
916
918
918
9
2
2
924
9
2
6
928
932
932
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6
920
930
914
91491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918922924926928
932
934
936
938938938>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>930
928
932
930
928
932
934
936
920922930
926
928
904
904
904
9049069
1
0 906908906
908
918914916918
9
2
0
93
0
9
1
8
9
2
2
9
2
4
9
2
6
92
8 930922924926928932930922924926928
912914916916918920918912
914
916
900
898
902
904
906900
902
904
904
9
0
0
9
0
2
9
0
4
9
0
6
9
0
6
910906 908912
9
1
4
9
1
6
910
906908912
914
916916
912 914916918920
918
SFSFSFSFSFSF
SF
SF
S
F
SF
SF SFSFS
F SFSFSFSFSFSFSF
SF
SF
SF
SF SFSF
SF
SF
SF
SF SFSF
SF
SF
SF
SF
SF
WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET8808808908909008
7
8 878 882882 884884886 886888 888892 892894 8948968989029
0
4904904 90
4 90490690890089889
8898 8988988988988988989029
0
2902 9029
0
2
9
0
2 9029029049049069069069
0
6
9
0
6 90690090091091089289289289
28928
9
2
894
89
4
896
896898898902
902
902904
904904904904906908 880
890900
900900900
874
876878
88288
2882
884886
888892
894
896
898
898
89889
8
898
898
898898
89889889889
8
8988988988
9
8898898
898
898898
898
898
89
8
898898
9029
0
2904
906906 904900
902
900
902
902
904
SFSF
SF
SF
SF
SFSF
SF
SF
SF
SFSF
SFSF
SF
SF
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 4 SWPPP (PPLAT-SE)
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 - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF
8
-
2024/06/24
22-26553
8 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
---- ---- 8
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATERBODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 24 of 72
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W COUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET900900900 910910920 9208988988
9
8
8
9
8 89889889889889889889889889
8898898898 9029029049049069
0
6
9
0
89089
0
8 9089
0
8 9089
1
2 9129129129
1
4 914914 914916 91691891891
8 91892
2 922924 924926926928928
9009
0
0 9109109
2
0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189
0
0 900900900900900900 9009009009109109109109
1
0 91092092089689
6 8968968988989029029049049069
0
6 90890891291291
2 9129149149169169189189229229249249009009009009009
0
0 9109108968968
9
6896 89
6896896896896896896896896896 898898 89
889889
8898 8988988988988988988988988989029
0
2 90490490690690890891291291491490090089689689
6896896896 8968968968968968
9
6
896896896896896896896896 89689689689689689
6 89689689689689689689
689689
6896 896896896896 8968968968968
9
689689
6896 89689
6
8
9
6 89689689689
6896896 8968968968968
9
68968968968968968968
9
689689689689
6896 898898898900
89689
6
896896
896
896
896896896
8
9
6
898898898898898898898898
898898
8989
0
090090
09009009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900
89
6896
89
6
89
6
896
898898
898898898
898
898
9009009009109109209
2
09209
2
0
896
8
9
6
8968
9
6
896
896896
8989029
0
2
90290490
4
904
906906
906906906
906906
908
908912
912
91
4
914
916
916
918
9189229
2
2
900910
89
8
8
9
8
898
898898898
90
2
904
906
90891291491491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918
900900900
900
900900
90
0
900900910
920
896896
896
8988
9
8
89
8
898
898
902
904
906
908912914916
918
922
924
926926
926
926926926
926
928
928
90
0
910
920
8968
9
6896896
89
6896896
8988
9
889889
88988988
9
8
898
898902
904906906906908912914916918
922
922922
92
2
924924
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9
0
0
900
900910
8
9
6
896
8988988988
9
8898898898
89
8
898
898
898898898898898898898898
898898898902902902904
906
908>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>>>>>>>>>>>912
914
916
900
898
902
904
906900
902
904
904
910
906908912
914
916916
900900898902902904904910
902
904
906
908
902
902
904
904 91092092
0
912 912914914916916
918918920
912914
916
918
92
2
924
912910
902
904
906908
912
910
912914916918
920
918
SF
SF
S
FSF
SFSFSF
S
F
SF SFSFSFS
FSFSFSF
SF
S
F
SFSFSFS
F
SF SFSFSFSF
SF
SF
SF
SF SFSF
SF
SF SFLIC. 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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 4 SWPPP (PPLAT-SE)
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 - SE\26553 - 4 SWPPP (PPLAT-SE).DWG 35OF
9
-
2024/06/24
22-26553
9 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
---- ---- 9
ELK RIVER MINNESOTA
STORMWATER
POLLUTION
PREVENTION PLAN
(SWPPP)
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
ROCK CONSTRUCTION EXIT, TYP.
CONCRETE WASHOUT, TYP.
DOUBLE SILT FENCE ALONG WETLANDS
AND EXISTING WATER BODIES
SILT FENCE, TYP.
EROSION CONTROL BLANKET, TYP.
INLET PROTECTION, TYP.
EXISTING CONTOUR,TYP.
PROPOSED CONTOUR, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 25 of 72
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 4.1 SWPPP (PPLAT-SE)
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 - SE\26553 - 4.1 SWPPP (PPLAT-SE).DWG 35OF
10
-
2024/06/24
22-26553
10 SWPPP DETAILS
---- ---- 10
ELK RIVER MINNESOTA
SWPPP DETAILS
TTK
TTK
TJW, JDF
Page 26 of 72
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
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W
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W
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IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WETWETWET890890900900910 9109209
2
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3
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3
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69189
1
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1
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2
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2
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0
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3
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930
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882882
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884
886886888
888
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894
894896
896898
898902902
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9069069
0
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912
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9289329
3
2
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932
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2
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89089
0
900
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920
930
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0
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6
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9069069
0
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906908912
914914
9
1
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4
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918
922
924
924
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900
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886886
888888
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290490490490
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904904904
904904904
90
6
90
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908
912
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9149169169189
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2
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293293
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4
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920
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0
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6
906
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920
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2
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92
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920
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94090290490490490
4904
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9149149
1
4
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916916916
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6
916
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9
1
6
916916916
916
916
916
918
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8
9
1
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918
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1
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91891891891
8918918
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2
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926
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2
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0
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4
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4
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922
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92
2
922
92
2
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4
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924
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932934
936
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938938
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0
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2
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9
2
0
920
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916
916
916916
918
918
918
918918
918918918
922
9229229249249249
2
49249249249
2
4
Electric Transmission
Easement
Per Doc. No. 122470
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 5 EXIST (PPLAT-SE)
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 - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF
11
-
2024/06/24
22-26553
11 EXISTING SITE & REMOVALS PLAN
---- ---- 11
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
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 BE MITIGATED, TYP.
TREE REMOVAL
WATER EDGE, TYP.
Page 27 of 72
FP100FP1
0
0 FP100FP100FP1
0
0
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P
1
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0
FP
1
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0
FP
1
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0
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FP100
FP100 FP100
FP
1
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0
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0
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0
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8
898898
898898898898898898898898898898898898
898
898898
898
898902902
902
902
904904
904
904
904
904904
904
880880
890
900900
9
0
0900900
900
882882
884
886
888892894896
898898
8
9
8898898898898
89
8
898
8
9
8
898898
89
8
898902902902
902
9
0
4904904
904
906
906906906908
9
0
89089
0
8
908
908900910910920920
898898898898898898
898898
8989029029029029049049
0
6906906
9069069069069
0
6906
906
906
906908908
908
908
908
908908908
908
908
912
912914914916916918918922922
9009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900900898898898
898
902
904
906
906
90
6
906906906906
90690690690690690
6
906906906906906
906906
910
910
920920
930
930
930
930
9029
0
2
9
0
4
904
9069069069
0
6906906
908
908912
912
914
914
916
916
918
918
9
2
2
924
9
2
6
928
932
932
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6
920
930
914
91491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918922924926928
932
934
936
938938938
WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
WETWET8808808908909008
7
8 878 882882 884884886 886888 888892 892894 8948968989029
0
4904904 90
4 90490690890089889
8898 8988988988988988989029
0
2902 9029
0
2
9
0
2 9029029049049069069069
0
6
9
0
6 90690090091091089289289289
28928
9
2
894
89
4
896
896898898902
902
902904
904904904904906908 880
890900
900900900
874
876878
88288
2882
884886
888892
894
896
898
898
89889
8
898
898
898898
89889889889
8
8988988988
9
8898898
898
898898
898
898
89
8
898898
9029
0
2
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 5 EXIST (PPLAT-SE)
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 - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF
12
-
2024/06/24
22-26553
12 EXISTING SITE & REMOVALS PLAN
---- ---- 12
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND TO REMAIN
TREE REMOVAL
WETLAND TO BE MITIGATED, TYP.
WATER EDGE, TYP.
WATER EDGE, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 28 of 72
OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WETWETWETWETWE
T
WET
WETWETWET WETWETWE
T
WET900900900910 910920 9208988988
9
8
8
9
8 89889889889889889889889889
8898898898 9029029049049069
0
6
9
0
89089
0
8 9089
0
8 9089
1
2 9129129129
1
4 914914 914916 91691891891
8 91892
2 922924 924926926928928
9009
0
0 9109109
2
0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189
0
0 900900900900900900 9009009009109109109109
1
0 91092092089689
6 8968968988989029029049049069
0
6 90890891291291
2 9129149149169169189189229229249249009009009009009
0
0 9109108968968
9
6896 89
6896896896896896896896896896 898898 89
889889
8898 8988988988988988988988988989029
0
2 90490490690690890891291291491490090089689689
6896896896 8968968968968968
9
6
896896896896896896896896 89689689689689689
6 89689689689689689689
689689
6896 896896896896 8968968968968
9
689689
6896 89689
6
8
9
6 89689689689
6896896 8968968968968
9
68968968968968968968
9
689689689689
6896 898898898900
89689
6
896896
896
896
896896896
8
9
6
898898898898898898898898
898898
8989
0
090090
09009009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900
89
6896
89
6
89
6
896
898898
898898898
898
898
9009009009109109209
2
09209
2
0
896
8
9
6
8968
9
6
896
896896
8989029
0
2
90290490
4
904
906906
906906906
906906
908
908912
912
91
4
914
916
916
918
9189229
2
2
900910
89
8
8
9
8
898
898898898
90
2
904
906
90891291491491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918
900900900
900
900900
90
0
900900910
920
896896
896
8988
9
8
89
8
898
898
902
904
906
908912914916
918
922
924
926926
926
926926926
926
928
928
90
0
910
920
8968
9
6896896
89
6896896
8988
9
889889
88988988
9
8
898
898902
904906906906908912914916918
922
922922
92
2
924924
924924
9
0
0
900
900910
8
9
6
896
8988988988
9
8898898898
89
8
898
898
898898898898898898898898
898898898902902902904
906
908
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 5 EXIST (PPLAT-SE)
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 - SE\26553 - 5 EXIST (PPLAT-SE).DWG 35OF
13
-
2024/06/24
22-26553
13 EXISTING SITE & REMOVALS PLAN
---- ---- 13
ELK RIVER MINNESOTA
EXISTING SITE &
REMOVALS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND TO REMAIN
TREE REMOVAL
WETLAND TO BE MITIGATED, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
Page 29 of 72
COUNTY HIGHWAY NO. 40CSAH NO. 12
Electric Transmission
Easement
Per Doc. No. 122470
D&U E
a
s
e
m
e
n
t
Per D
o
c
.
N
o
.
6
1
8
6
4
4
Dr
a
i
na
g
e
E
a
s
em
e
n
tPer
T
i
t
l
e
C
omm
i
tm
e
n
t
W
W
W
W
W
W
WWW
WWW
WWWWWWWWWW
W
WW W WWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWW WW WWWWWWWWWWWWWW W W WWWWWWW
W
W
W
W
W W W
W
W
W
W
W
W
WW
W
W
W
W
W W
W
W
W
W
W
W
W
WWWWW
WWWW
W
WW
WWW WWW?
Parcel 2
Wet Land
Wet Land
Wet Land
Wet Land
Wet Land
Wet Lan
dWet LandWet La
n
d
Wet La
n
d
Wet
Land
Wet LandWet Land
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
1/2" Iron (2)
Capped
1/2 " Iron (3)
RLS 43933
Iron
Capped
Iron
RLS 13057
2" Alum
Disk
Iron
Capped
Iron
RLS 13057
Iron
RLS 13057
660
936660{James R. & Sharon K. Sweazey}
Alum County Disk
Iron
RLS 13293
Iron
RLS 13293
Iron
RLS 13293
1" Iron
RLS 8194Iron
RLS 8797
Iron
RLS 13072
Alum County
Disk
825
60055075
Alum
County
Disk
Iron
RLS 23021
Iron
Capped
Iron
RLS 23021
S89°15'25"E 1140.85
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"E1326.83N00°21'48"W 727.71N89°37'53"W 2624.49N89°38'24"W 2625.11N00°22'24"W 2670.98S50°16'39"W
127.31N00°17'46"W 1254.64L =3 41.18
R =1161.3 5
Δ =16 °4 9 '5 6 "
C .B r g =S 8 9 °51'3 7"W
C .=3 3 9.9 6
N89°37'36"E 737.27 N00°22'24"W 518.90N89°37'36"E 443.76 N33°40'54"E 641.03N09°50'04"W334.87N75°50'5
4
"
E
199.42 S89°37'53"E 431.97
N00°21'48"W
108.01 L =4 3 0.7 0
R =10 41.29
Δ =2 3 °41'5 6"
C .B r g =S 8 7 °39'35"EC.=4 2 7.6 4
S75°48'37"E
62.42
S00°10'01"E
128.38
N89°37'53"W 1112.84
OUTLOT A OUTLOT C
OUTLOT B
OUTLOT F
OUTLOT E
OUTLOT D
OUTLOT K
26553 PPLAT-SE
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-SE.DWGOF
14
-
2024/06/24
14 OVERALL PRELIMINARY PLAT
---- ---- 14
0
SCALE IN FEET
200 400
TK
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 Southwest Quarter of the Southeast Quarter; the Northwest
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.
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.
ALSO EXCEPT
All that part of the South Half of the Northwest Quarter and that part of the North Half of the
Southwest Quarter, all in Section 36, Township 33 North, Range 26 West, Sherburne County,
Minnesota, described as follows:
Beginning at the West Quarter corner of said Section 36; thence North 00 degrees 22 minutes 42
seconds West (assumed bearing) on the west line of said Northwest Quarter, 1329.37 feet to the
northwest corner of the South Half of the Northwest Quarter of said Section 36; thence South 89
degrees 15 minutes 25 seconds East on the north line of said South Half of the Northwest Quarter,
1485.35 feet; thence South 09 degrees 50 minutes 04 seconds East, 334.87 feet; thence South 33
degrees 40 minutes 54 seconds West, 641.03 feet; thence South 89 degrees 37 minutes 36 seconds
West, 443.76 feet; thence South 00 degrees 22 minutes 24 seconds East, 518.90 feet; thence South
89 degrees 37 minutes 36 seconds West, 737.27 feet to a point on the west line of the Southwest
Quarter of said Section 36; thence North 00 degrees 22 minutes 24 seconds West on said west line,
79.88 feet to the point of beginning.
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 xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
35
22-26553
ELK RIVER MINNESOTA
OVERALL
PRELIMINARY
PLAT
---
KH/MS
SEC. 36, TWP. 33, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Sherburne County, Minnesota
N
NW 1/4NE 1/4SE 1/4SW 1/4
CSAH NO. 12 COUNTY HIGHWAY NO . 40Page 30 of 72
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
COUNTY HIGHWAY NO. 40W
W
W
W
W
WWWWW W
W
W
W
W
W
W
WWWWWWW
WWWWWWW
W
W
W
W WW WWWWWWWWWWW WWWWW
W
WWWWWWWWWW
W
Iron
Capped Iron
RLS 13057
2" Alum
Disk
26
8
6L=60Δ=34°38'0 8 "L=3
Δ=2°57'09"
21
0
77L=59Δ =58°37'03"151
14519340
198L=52Δ
=51°03'59"130198
L=52Δ=51°03'59"
83
L=5 2
Δ=51°0 3 '5 9 "
13
08333
L=35
Δ=34°30'05"
L=
3
6
Δ=
2
0
°
2
9
'
1
5
"
14
333
67L=25
Δ=14°08'53"4113
065
6513
0
10570L=135 Δ=7°56'52"
176L=129 Δ =7°3 8 '2 3 "14860 137L =2 5 2 Δ=2
4
9
°16'15"137L=60Δ=34°38'08"170237
71
L=36
Δ=8°56'44"9468
13062
31 L=23
Δ=3°40'15"13156
45
L =5 2Δ=8 °1 3 '2 1 "194105
L =5 2Δ=8 °1 3 '2 1 "2
5
8
1
2
8L=52Δ =8°13'21"1
3
0
353544L=63Δ=10°01'13"13
0
4420220
L=60
Δ=14°52'04"
L=52
Δ=13°03'03"19075
L=6
Δ=1°36'18"
9
L=40
Δ=23°05'15"18256
L=20
Δ=11°32'52"L=34
Δ=33°27'48"16073
2
2
3
182
L=41
Δ=40°20'33"
164
17844
L=41
Δ=40°20'33"
191 6798L=41
Δ=40°20'33"18915
2
33L=41
Δ=40°20'33"2105513
0
L =5 5
Δ =5 4 °2 6 '15"
L =6 0Δ=3 4 °3 8 '0 8 "9L=88
Δ=29°31'25"6755555513
068 13
055 13
055 13
055 13
055
14
3
42
5
232L=119Δ=29°31'25"L=60Δ=34°38'08"L =252Δ=249°16'15"45L=168 Δ =9°15 '0 7 "177
239L =2 4 1 Δ =38°21'31"98 30860
651
3
0
651
3
0 671
3
0
L=9
Δ=1°14'47"5641
130L=6 1
Δ =8°4 5 '4 6 "4141
130L =6 1
Δ =8 °4 5 '4 6 "41
34
13034
L=30
Δ=4°13'38"
39
65
13065
61
130L=36
Δ=6°52'02"
40
54
1
3
0
L =9 5
Δ =1 8 °1 0 '0 6"5713
0
14L=75Δ=14°18'00"6513
0
656513
0
656513
0
656513
0
6571L=134 Δ=7°27'16"1033312516381671362L =2 0 6 Δ =39°20'08"139
L=1 6 1 Δ =2 2 °5 9 '5 8 "260L=117
Δ =1 9 °4 5 '0 6 "9465651
3
065
651
3
0
1
3
04255260 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 xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 PPLAT-SE
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-SE.DWGOF
-
2024/06/24
15 PRELIMINARY PLAT
---- ---- 15
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
15
35
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 . 40Drainage and Utility Easements are shown thus:
Being 5 feet in width and adjoining lot lines and being 10 feet in
width and adjoining right - of - way lines and rear lot lines,
unless otherwise indicated on the plat.1010105
5
Drainage and
Utility Easement
LinesSide
Lot Lines
Right-of-Way Line
Rear Lot Line
0
SCALE IN FEET
60 120
TK
KH/MS
Page 31 of 72
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
W
W
W WW
W
W
W
W
W
W
W
W
W
W
WWWWWWWW WWWWWWWW W
WWWWWWWWWWWWW
WWWWWWWet Land
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
Iron
Capped
Iron
Capped
Iron
RLS 13057
{James R. & Sharon K. Sweazey}
71
L=36
Δ=8°56'44"9413062131
56
45 194105
1
2
8
1
3
0
651
3
0
L=9
Δ=1°14'47"56L=117
Δ =1 9 °4 5 '0 6 "94L=81Δ=20°16'37"L=60Δ=20°16'37"1
4
4
85 L=56Δ=12°18
'
4
1
"
7
5
77L =5 6
Δ =3 2 °1 6 '3 1 "1
3
9
66
125353L=4
Δ=2°21'37"L=5 7
Δ=55°5 8 '0 4 "13
0
83L=52=51°03'59"L=13
Δ=7°28'06"
L=47
Δ=27°10'01"191
3
065 1
3
065 1
3
0
6565651
3
065 8L
1
1
296 Δ14187
L =5 6
Δ =1 2 °2 5 '0 3 "1
1
3
162
621
3
168
767
5L=56Δ=16°05'
3
4
"109288L=60Δ=34°38'08"L=252150
89139L =1 8
L=35
Δ=7°41'30"31443130 8L=53Δ=11°34'22"130
4365130
6562130
L=2
Δ=0°26'11"63342130 L=125Δ=35°55'31"47130 13
L=99
Δ=28°14'3
2"
65130 65
65130 65
41 130L=25
Δ=7°04'25"
37
3
34
4
8 130L
=58
Δ
=
16°34'45"
4861130
100
L
=
6
7Δ=1
9
°
1
5
'2
3
"
6
114250
L=23
Δ=5°02'18"123L=7
Δ=2°05'08"142L=46
Δ=26°22'56"
21
66
45130L=4 9Δ=4 8 °1 0 '22"L=14
Δ=8°15'12"
45
74 130L=46
Δ
=45°25'44 "
7474130L=46Δ=45°25'
4
4
"7
4 71130L=44
Δ=43°27'08"
13071 50
143L=23
Δ=13°22'31"L=49
Δ=48°21'57"
50
66
14029
L=37
Δ=21°15'37"
58
130L=45
Δ=12°45'54"
42 571
3
0
41L=45
Δ=12°55'51"651
3
0
65651
3
0
6565651
3
0
L =9 9Δ=1 6 °4 0 '1 5 "L=37
Δ=12°35'38"
49
1
3
042 L=18
Δ=3°04'50"531
3
055
551
3
055
55291
5
155
59611
7
355
5918178
140
5552L=3
Δ=0°50'50"
204
L=78Δ=26°26'57"1589
55
5519
130149L=22
Δ=4°54'36"
4013055
55130 16020L=45Δ=11°19'53"926216062
6216062
64160
L=3
Δ=0°39'54"59173L=56Δ=13°56'05"9711
218L=51Δ=12°41'48"12012
94
154L
=
6
1
Δ
=
1
3
°
2
2'2
4
"149195
L
=
5
1Δ
=
1
1
°15'16"85165L=51Δ=11°15'16"4L=48Δ=10°33'35"79133
45
L=110Δ=31°34'34"136145
131
132L=54
Δ=15°29'00"
L
=
2
1
1
Δ=46°26'32"L=110Δ=27°17'47"20319939 96L=23
Δ=7°40'59"81L=81Δ=27°17'47"203357180L=1
1
0
Δ
=
4
4°59'42"123L=34
Δ=7°24'21"
3095 149L =9 0 Δ =2 5 °4 1 '45"35770
123 260L=6 0
Δ=34°3 8 '0 8 "
36
L=19
Δ=18°25'22"
133
68L=143Δ=31°34'34"L
=
1
5
7
Δ
=
4
4°59'42"
180
L
=
2
2
6
Δ
=
6
4
°36'14"136L=6 0
Δ=34°3 8 '0 8 "L=252Δ=249°16'15"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 xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 PPLAT-SE
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-SE.DWGOF
-
2024/06/24
16 PRELIMINARY PLAT
---- ---- 16
16
35
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
0
SCALE IN FEET
60 120
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
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 . 40Drainage and Utility Easements are shown thus:
Being 5 feet in width and adjoining lot lines and being 10 feet in
width and adjoining right - of - way lines and rear lot lines,
unless otherwise indicated on the plat.1010105
5
Drainage and
Utility Easement
LinesSide
Lot Lines
Right-of-Way Line
Rear Lot Line
TK
KH/MS
Page 32 of 72
71 67687069
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
728W
W
W
WW
W
W
W
W
W
WWWWet Land
Wet Land
SW Corner
N 1/2 - SW 1/4
Sec. 36-33-26
Found 1/2"
Capped Iron
Iron
Capped
Iron
RLS 13057
Iron
RLS 13293
1" Iron
RLS 8194
Iron
RLS 8797
OUTLOT F
1
4
4
85 L=56Δ=12°18
'
4
1
"
7
5
77L =5 6
Δ =3 2 °1 6 '3 1 "1
3
9
66
125353
L=4
Δ=2°21'37"L=5 7
Δ=55°5 8 '0 4 "13
0
8383L=52Δ=51°03'59"130
83
83
L
=
5
2Δ=5
1
°
0
3'59"1304646130L=50Δ =49°00'57"L=13
Δ=7°28'06"
1
4
2
69L=47
Δ=27°10'01"191
3
0
65651
3
065 1
3
0
1516565651
3
0
65651
3
08L=1 3 8 Δ =3 9 °2 6 '4 4 "95L=60Δ=34°38'08"L=12
Δ=11°32'22"
24
1
1
2 L=77Δ=76°10'29"13083
83
L=52
Δ=51°03'5 9 "1308383
L =52Δ =5 1 °03'59"130 6868L=60Δ=59°25'25"L=25
Δ=14°19'26"
76 70130L=35
Δ=20°18'42"9582 70
13070
13070
82
1308315068 1506815156
5615256
5615256
5615368
68154L=6 8
Δ =1 4 °5 6 '0 1"173116
96L =5 7
Δ =1 2 °3 3 '0 5 "14187L =5 6
Δ =12 °2 5 '0 3 "1
1
3
162
621
3
168
767
5L=56Δ=16°05'
3
4
"
153L=60Δ=34°38'08"
L
=2
52 Δ=2 4 9 °1 6 '15"304 60304
109288L=60Δ=34°38'08"L=252Δ=24
9
°16'15"
150
L=43
Δ=42°09'16"89139L=143Δ=31°34'34"L=110Δ=31°34'
3
4
"
L =1 8 1 Δ =3 9 °5 4 '1 0 "
130
L=35
Δ=7°41'30"31443130 8L=53Δ=11°34'22"130
4365130
6562130
L=2
Δ=0°26'11"63342130 L=125Δ=35°55'31"47130 L=99
3
2"
651306513041
3
34
4
8
48
5
1
1
°
1
5'16"
165L=51Δ=11°15'16"4L=48Δ=10°33'35"79L=110Δ=31°34'34"136145
131
132L=54
Δ=15°29'00"
2
1
1
Δ=46°26'32"133
68L=143Δ=31°34'34"=
2
2
6
Δ
=
6
4
°36'14"136NOTE:
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 xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 PPLAT-SE
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-SE.DWGOF
-
2024/06/24
17 PRELIMINARY PLAT
---- ---- 17
0
SCALE IN FEET
60 120
17
35
22-26553
ELK RIVER MINNESOTA
PRELIMINARY
PLAT
---
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
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 . 40Drainage and Utility Easements are shown thus:
Being 5 feet in width and adjoining lot lines and being 10 feet in
width and adjoining right - of - way lines and rear lot lines,
unless otherwise indicated on the plat.1010105
5
Drainage and
Utility Easement
LinesSide
Lot Lines
Right-of-Way Line
Rear Lot Line
TK
KH/MS
Page 33 of 72
GRANT ST
186TH CIR
185
T
H
A
V
E
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W COUNTY HIGHWAY NO. 40LS
Electric Transmission
Easement
Per Doc. No. 122470
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT-SE)
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 - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF
18
-
2024/06/24
22-26553
18 SITE PLAN
---- ---- 18
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
8' BITUMINOUS TRAIL
LOT LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
R45'R58'
R45'
R58'
RETAINING WALL
(MAX HEIGHT 4 FT)
RETAINING WALL WITH FENCE
(MAX HEIGHT 4 FT)
WATER EDGE, TYP.
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
TURN LANE/BYPASS LANE
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
POTENTIAL MONUMENT LOCATION
Page 34 of 72
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWETWETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT-SE)
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 - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF
19
-
2024/06/24
22-26553
19 SITE PLAN
---- ---- 19
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
LOT LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.
FEMA 100 YR FLOODPLAIN, TYP.
8' BITUMINOUS TRAIL
8' BITUMINOUS TRAIL
RETAINING WALL
(MAX HEIGHT 4 FT)
RETAINING WALL WITH FENCE
(MAX HEIGHT 4 FT)
R45'
R58'
R45'
R58'
WATER EDGE, TYP.
WATER EDGE, TYP.
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
Page 35 of 72
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69 OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W COUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WETLIC. 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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 6 PRO SITE (PPLAT-SE)
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 - SE\26553 - 6 PRO SITE (PPLAT-SE).DWG 35OF
20
-
2024/06/24
22-26553
20 SITE PLAN
---- ---- 20
ELK RIVER MINNESOTA
SITE PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
LOT LINE, TYP.
BUILDING SETBACK, TYP.
BUILDING PAD, TYP.
POTENTIAL DRIVEWAY LOCATION (FINAL LOCATION
TO BE PROVIDED WITH LOT CERTIFICATION)
POTENTIAL REAR DECK, TYP.
25' WETLAND BUFFER, TYP.FEMA 100 YR FLOODPLAIN, TYP.
RETAINING WALL (MAX HEIGHT 4 FT)
R58'
R45'
R58'
R45'
PAVEMENT LEGEND
SYMBOL DESCRIPTION
BITUMINOUS PAVEMENT
CONCRETE WALK
Page 36 of 72
GRANT ST
186TH CIR
185
T
H
A
V
E
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
234
235
211209
314
310 309
308
307
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W
IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40I
I
I
I I I>>>>LSII>II>II>II>II>II>II>II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIII
I
I>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>>IIIIIIIIIIIIIII>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>
>
I
I
I
>>>>>
>
S-16
S-15
S-18
S-14
S-17
S-5
S-4
S-6
S-3
S-7
S-13
S-8
S-2
S-12
LS-1
S-1
SP-3 (8" @ 0.40%)SP-1 (8" @ 0.40%)SP-13 (8" @ 5.00%)SP-9 (8" @ 0.40%)
SP-8 (8" @ 0.40%)
SP-6 (8
"
@
0.
4
0
%)
SP-5 (8"
@ 0.40
%)
SP-7 (8" @ 0.40%)SP-4 (8" @ 0.40%)SP-2 (8" @ 0.40%)SP-18 (8" @ 5.00%)SP-17
(8
"
@
5
.00%
)
SP-16 (8" @ 5.00%)
SP-15 (
8
"
@
5
.
0
0
%
)
SP-
1
4
(
8
"
@
5
.
0
0
%
)SP-12 (8" @ 5.00%)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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR
(PPLAT-SE)
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 - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF
21
-
2024/06/24
22-26553
21 UTILITY PLAN
---- ---- 21
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
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>II8" 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
V V-1
FORCEMAIN
STORM SEWER, TYP.
HYDRANT AND VALVE
8" WATERMAIN
8" HDPE WATERMAIN LOOP
8" HDPE WATERMAIN LOOP
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 37 of 72
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET>>>>>>>>>>>>>>>>>>IIIIIIIIIII
I
I
I
I
III
I
I
IIIIIII>>>
>>>>>>>>>>
>>>>>>>I
I
IIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIII I
S-18
S-17
S-19
S-20
S-21
S-8
S-10
S-24
S-23
S-36
S-22
S-25
S-9
S-26
S-27
S-28
S-29
S-30
S-31
S-32
S-33
S-34
S-11
SP-11 (8
"
@
2.
0
0
%
)SP-10 (8" @ 0.40
%)SP-9 (8" @ 0.40%)
SP-37 (
8"
@
0.40
%)SP-36 (8" @ 0.40
%)SP-35 (8" @ 1.00
%)
SP-34 (8" @ 0.40%)
SP-33 (8" @ 0.40%)
SP-32 (8" @ 0.40%)SP-31 (8" @ 0.40%)SP-30 (8" @ 0.40%)
SP-26 (8" @ 0.40%)
SP-25 (
8
"
@
0
.
4
0
%
)
SP-24 (8" @ 0.40%)
SP-23 (8" @ 0.40%)SP-
2
2
(
8
"
@
0
.4
0%
)
SP-28 (8" @ 0.40%)
SP-27 (8" @ 0.40%)
SP-29 (8" @ 0.40%)
SP-21 (8" @ 0.50%)SP-19 (8" @ 5.00%)SP-18 (8" @ 5.00%)SP-17
(8
"
@
5
.00%
)
SP-20 (8" @ 1.00%)WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR
(PPLAT-SE)
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 - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF
22
-
2024/06/24
22-26553
22 UTILITY PLAN
---- ---- 22
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
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
STORM SEWER, TYP.
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
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>II8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" HDPE WATERMAIN LOOP
Page 38 of 72
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69 OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET>>>>>>>>>>>>>>III
I
I IIIIIIIIIIIIII
I I I I I
>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I
II
IIIIIIII
S-40
S-38
S-37
S-36
S-28
S-29
S-30
S-31
S-32
S-33
S-34
S-41
S-35
S-39
SP-39 (8" @ 0.40%)
SP-38 (8" @ 0.40%
)
SP-37 (8"
@ 0.
4
0
%)SP-36 (8" @ 0.40
%)SP-35 (8" @ 1.00
%)SP-41 (8" @ 1.00%)SP-40 (8" @ 5.00%)SP-34 (8" @ 0.40%)
SP-33 (8" @ 0.40%)
SP-32 (8" @ 0.40%)SP-31 (8" @ 0.40%)SP-30 (8" @ 0.40%)
SP-29 (8" @ 0.40%)
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 7 UTILITY SAN-WTR
(PPLAT-SE)
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 - SE\26553 - 7 UTILITY SAN-WTR (PPLAT-SE).DWG 35OF
23
-
2024/06/24
22-26553
23 UTILITY PLAN
---- ---- 23
ELK RIVER MINNESOTA
UTILITY PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
EXISTING 16" WATERMAIN
HYDRANT AND VALVE
8" WATERMAIN
8" WATERMAIN
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
HYDRANT AND VALVE
℄ STREET
XX LOT NUMBER
LOT INFORMATION
(NOT TO SCALE)
1-IN WATER SERVICE
4-IN SAN. SERVICE
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>IIHYDRANT AND VALVE
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN
STORM SEWER, TYP.
8" HDPE WATERMAIN LOOP
Page 39 of 72
GRANT ST
186TH CIR
185
T
H
A
V
E
117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
COUNTY HIGHWAY NO. 40WW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W COUNTY HIGHWAY NO. 40890890900900910 9109209
2
092092092092
0920 9209209309309
3
0930 9
3
0930930 93093088488488688688888889289289489489689689889890290290490490690690890891291291491491491491491491691691691691
69189
1
8 918918918918 9
1
8922922922922922 9229229
2
4924924 9
2
4 9249269
2
6926926926 9269269
2
8 928 9289289289329329329329
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 9189
1
8 9189189189
2
2 922922922 922922922924924924926926926928932932932932932932932934934934934
890890890890900900 90
0 900910910910 9109109109209209209209209
2
0920 92088888889289
2892 892894894 896896 898898898898 9
0
2
902 902902904904904904 906906908 908912912912912912912 91291491491491491491
4 914916916916916916 916916916916916916916 9
1
89189189189189189
1
8
9
1
8 9229229249249269269269269
2
6 926890890 900 910920920 92092
0
93
0 93094094
0940 94088288288288288488488688688888889289289489489689689890290
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0
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1
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2
9229249249269269289289289289329329349349369
3
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3
8
9
3
8938 9389
3
8938938938938942942
890900910 920920930930930 9309409408828848868888928948968989029
0
2 902904904904 90490490
6
9
0
8 9129149169189229
2
29249249269269289289289289289289329329349349349349369
3
6
93
8 9389429429
4
2942942 9429429429429429429
4
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29429429
4
2942942942880880
890
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900910920
930
930930
882882
884
884
886886888
888
892892
894
894896
896898
898902902
904904
9069069
0
6906906908912
912
912912912912
912
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914
914
916918922924926
9289329
3
2
932
932
93293
2
932
932932932
89089
0
900
900
910
920
930
930
892892894
894896
896
898
898
90
2
9
0
2
902902904
904
90690690690
6
906906906906906
9069069
0
6
906
906908912
914914
9
1
4
91491
4
916
918
922
924
924
926
926926
926
928
928
932
932
932932
932932932932
93293293493
4
9349
3
4
890890
900
900910910920
9
2
0920920920
92
0
930
930930886
886
886886
888888
892
892
894
894
896
896
898
898
90290
290490490490
4
904904904
904904904
90
6
90
6
906906908
908
912
912914
9149169169189
1
8918
918
922
922922
922924924924
924
926926926
9
2
6926
926
92892893293
293293
2
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6 89089090090091091
0910
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9309
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0
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9309308848848868868888888928928948948968968988989029029049069
0
690690690690
6
906
9089129
1
2
912
914916
918
922
924926
928
932934936938 900910920920
920
9
2
0
92
0920
920
930940
94090290490490490
4904
906908912914914914914
9149149
1
4
916
916916916
91691
6
916
916
9
1
6
916916916
916
916
916
918
91
8
9
1
8
918
918
9189189
1
8
91891891891
8918918
91892292
2
922
924
924924924
924
926
926
926
928
928928928928
932
934
936936936
93
8
942942942
942
942
942942
942942942
920
920
9
2
0
920920920
920
920
93
0
9
3
0
940
94091
4
914
91491491
4
914914914914914916
916916
916918
918
922
922
92
2
922
92
2
92292
4
924924924
924
924
926
926
926
926
928
928
928
92
8
932934
936
936
936
936936936
936
938938
938
938938
938938
938
942
942944944
920
920920920920
920
92
0
9
2
0
920
9
2
0
920
920
920
914914
916
916
916916
918
918
918
918918
918918918
922
9229229249249249
2
49249249249
2
4
LS
924 924926920
912
912914
914914914916918
922924926
9109109209209089089129129149149169169189189229
2
2
9249109109
1
2
912914916916900896898 902 904 906
900
898
902
904
906
917.80908.66916.17908.77919.42909.06921.10910.79922.59910.809
2
3
.
4
3914.12921.04930.94923.90923.05926.36922.09923.85920.24926.30916.049
0
8
.
3
1
909.00909.55911.159
1
2
.
8
5
914.44916.83917.24916.67915.55914.28913.08912.03910.75909.45919.87921.17922.44923.57924.719
2
5
.
9
2 927.04927.69927.29925.67924.06922.43920.81919.18915.79916.52918.22919.77920.33921.71923.53925.20925.85927.39927.61927.86928.01927.37926.489
2
5
.
8
7
922.77922.309
3
1
.
5
6
9
3
1
.
1
6
9
2
5
.
9
9 927.22939.29938.02939.439
3
9
.
7
2
9
4
1
.
1
0 942.10943.63931.84929.49928.49926.70926.21926.08919.83917.34918.44919.849
2
1
.
2
4
922.54927.739
3
0
.
7
1
925.80927.20932.01932.92934.07934.969
3
5
.
5
1 936.06935.83935.28934.51927.49HP9
2
5
.
2
1
934.77922.43908.25907.45907.28918.63922.34931.53WO
WO
WO
FB
FB
FB
FBFBRGE = 911.70RGE = 912.90RGE = 914.20RGE = 934.30RGE = 9
2
9.
2
0
RGE = 9
2
9.
9
0
RGE = 925.90RGE = 924.40LFE = 912.20LFE = 913.40GFE = 921.10LFE = 914.70GFE = 922.40GFE = 934.50LFE = 926.80GFE = 923.50LFE = 915.80GFE = 924.60LFE = 916.90GFE = 926.10LFE = 918.40
FB FBFBFBFB
FB
FB
FB FB LOWOW
O
WO
WO
FBFBFBFBFBWO
WO
WO
WO
WO
WO
WO WOWOWOWOWOWOWOWOWOWOWO
LO
FBFBFBRGE = 924.80RGE = 925.10RGE =
926
.00
RGE =
9
2
1
.
2
0
RGE = 916.50RGE = 915.60RGE = 914.10RGE = 912.30RGE = 910.70RGE = 911.40RGE = 920.50RGE = 920.30RGE = 920.70
RGE = 9
2
0.
7
0
RGE =
9
1
7.
8
0
RGE = 916.60
RGE =
9
3
0.
3
0
RGE = 930.20RGE = 929.80RGE = 929.10RGE
=
9
3
3
.
1
0
RGE = 934.10
RGE = 935.90
RGE = 937.4
0 RGE = 9
3
7.
7
0 RGE = 933.40RGE = 930.50R
G
E
=
9
3
0
.
0
0
RGE = 929.40
RGE = 928.10
RGE = 915.50LFE = 916.00GFE = 923.70RGE = 9
2
0.
1
0
RGE = 9
1
9.
0
0 RGE = 913.00RGE = 914.60RGE = 916.30RGE = 917.90RGE = 921.90RGE = 923.30RGE = 924.60RGE = 926.00GFE = 925.00LFE = 917.30GFE = 925.30LFE = 917.60LFE =
918
.50GFE =
926
.20
LFE =
9
1
8
.
5
0
GFE =
9
2
6
.
2
0
LFE = 917.00
GFE = 924.70LFE = 916.10GFE = 923.80LFE = 914.60GFE = 922.30LFE = 912.80GFE = 920.50LFE = 911.20GFE = 918.90LFE = 911.90GFE = 919.60LFE = 913.50GFE = 921.20LFE = 915.10GFE = 922.80LFE = 916.80GFE = 924.50LFE = 918.40GFE = 926.10LFE = 920.80GFE = 928.50LFE = 921.20GFE = 928.90
LFE = 9
2
1.
2
0
GFE = 9
2
8.
9
0
LFE = 9
2
0.
6
0
GFE = 9
2
8.
3
0
LFE = 9
1
9.
5
0
GFE = 9
2
7.
2
0
LFE =
9
1
8.
3
0
GFE =
9
2
6.
0
0
LFE = 917.10GFE = 924.80
GFE = 9
2
9.
4
0
LFE = 9
2
1.
7
0
GFE = 9
3
0.
1
0
LFE = 9
2
2.
4
0
GFE =
9
3
0.
5
0
LFE =
9
2
2.
8
0
GFE = 930.40LFE = 922.70GFE = 930.00LFE = 922.30GFE = 929.30LFE = 921.60GFE
=
9
3
3
.
3
0
LFE
=
9
2
5
.
6
0
GFE = 934.30
LFE = 926.60
GFE = 936.10
LFE = 928.40
GFE = 937.60
LFE = 929.90
GFE = 93
7.
9
0
LFE = 93
0.
2
0 GFE = 938.40LFE = 930.70GFE = 938.70LFE = 931.00LF
E
=
9
3
0
.
5
0
G
F
E
=
9
3
8
.
2
0
LFE = 929.90
GFE = 937.60
LFE = 928.60
GFE = 936.30GFE = 926.20LFE = 918.50GFE = 924.80LFE = 917.10GFE = 923.50LFE = 915.80GFE = 922.10LFE = 914.40GFE = 920.70LFE = 913.00920
914 916 918 922924926920
922
924
926
92
8
930940 926928932934936938
942944930
928
932
930
928
932
934
936912914916918910
904
906
908
910902904906908910912
914916906908908920
922
924
920916
918
9
2
2 920930922924926928918
912914914
916
918
918
91
8
920
918
922
924
926
9309269289
3
2
934920922924926930
926
928906908
906
908
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 8 GRADING (PPLAT-SE)
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 - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF
24
-
2024/06/24
22-26553
24 GRADING PLAN
---- ---- 24
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
RETAINING WALL
(MAX HEIGHT 4 FT)
GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD
DOOR
LFE = LOWEST FLOOR ELEVATION
RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE,
0.5' BELOW LOWEST OPENING)
FB = FULL BASEMENT
LO = LOOKOUT BASEMENT
WO = WALKOUT BASEMENT
RETAINING WALL
(MAX HEIGHT 4 FT)
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 40 of 72
36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET880880890890900 900910 920930930930 940878878 882882884884886886888888892892894 894896 896898898898 8989029
0
2 902902 904904904 90490490490
4904 90
6906906
9
0
8 912914916918922924926928928928 932 934934934 936938
9009109109109
2
0 92092
0 920920930940894 8968989029049049
0
4 90490
4 9069069069069069
0
6
90
6906 9
0
6 906906908 908908912912912914914914916916 9169
1
8 9189189229249269289
3
2932932 93493
6
9
3
8938938938
9
3
8
9009009009
1
0 9109
1
0910 9109
1
0 9109109109109109208988988
9
8898 8988988988988988988
9
8898898898898 9029029029049
0
6 9069069089089
0
8 9089089089
0
8 9089089129149169189
2
2 924924924900900900 910920
8
9
8
89
8
898898 8
9
8898 8988988
9
8898 89
8898 8
9
8898 898898898898 898898 8988988
9
8
8
9
8 89889889889889889889889889
8898898898898 9029049
0
6
9
0
89089
0
8 9089
0
8
9
12
9
1
4
916 91891891
8
9
0
0 91089
6
8
9
6
898898898898 8
9
8898 898898898898898 902904906 908912914916916 916918918
900910910 910 9109
1
0 91092092089689
68968968988988
9
889889889889889
8 8989029049
0
6 90890891291291
2 912914914916916918918922922924924880
880
890
890
900
900
900
878
878
882
882
884
884
886
886
888
888
892
892
894
894
896
896
8968
9
6
896
8968988988988988988988988
9
88988988988988988
9
8
898898
89
8898898898
8988
9
8
89889889889889889889889
8
8988988988
9
8
898
898
898898
898
898
898902
902902
904
904
904906
880
880
890
890
900
9
0
0
900
900
900
900
90
0
882
882
884
884
886
886
888
888
892
892
894
894
896
896
898898
898
89
8
898898
898898898898898898898898898898898898
898
898898
898
898902902
902
902
904904
904
904
904
904904
904
880880
890
900900
9
0
0900900
900
882882
884
886
888892894896
898898
8
9
8898898898898
89
8
898
8
9
8
898898
89
8
898902902902
902
9
0
4904904
904
906
906906906908
9
0
89089
0
8
908
908900910910920920
898898898898898898
898898
8989029029029029049049
0
6906906
9069069069069
0
6906
906
906
906908908
908
908
908
908908908
908
908
912
912914914916916918918922922
9009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900900898898898
898
902
904
906
906
90
6
906906906906
90690690690690690
6
906906906906906
906906
910
910
920920
930
930
930
930
9029
0
2
9
0
4
904
9069069069
0
6906906
908
908912
912
914
914
916
916
918
918
9
2
2
924
9
2
6
928
932
932
9
3
2
932
934
9
3
4
93493493
4
934
936
9
3
6
920
930
914
91491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918922924926928
932
934
936
938938938909.45919.87921.17922.44922.77922.30931.56931.16925.99927.229
3
9
.
2
9 938.02908.25907.45907.28909.34908.19906.88905.04905.29913.15913.75914.90916.259
1
7
.
7
2 917.59917.84918.63905.29906.70905.25905.51908.599
1
0
.
0
9 918.09913.139
1
3
.
6
3
914.12914.909
1
7
.
0
1 917.43905.70907.87907.40907.10907.359
0
6
.
6
6
906.02905.10905.24905.24915.52915.79916.11916.44917.15917.79918.11918.37918.43918.349
1
5
.
3
6
9
0
8
.
2
1
906.89904.77911.95912.22913.62914.65912.06912.97918.17917.34918.60919.64916.67920.58916.57916.32917.58916.50916.18916.78917.00917.21917.96917.82921.369
1
9
.
3
8916.79922.41926.29924.42928.82927.54929.03935.06930.71938.58931.95940.02922.34921.02919.64918.41917.15915.81919.13918.70918.41917.89924.24917.78916.68915.52916.17927.26928.65917.63918.99930.029
1
7
.
3
6
LP9
1
3
.
8
2 917.56H
P
918.20H
P 931.53H
P
911.65911.72905.14906.41914.27915.57916.87905.76915.18LFE = 9
1
4.
7
0
GFE = 9
2
2.
4
0
LFE = 913.70GFE = 921.40LFE = 912.60GFE = 920.30LFE = 911.30GFE = 919.00LFE = 908.40GFE = 916.10LFE = 908.40GFE = 916.10LFE = 907.10GFE = 914.80LFE = 906.90GFE = 914.60GFE = 915.20LFE = 907.50GFE = 915.50LFE = 907.80GFE = 916.80LFE = 909.10GFE = 918.10LFE = 910.40GFE = 919.40LFE = 911.70GFE = 917.00LFE = 909
.30LFE = 909.60GFE = 917.30LFE = 910.00GFE = 917.70GFE =
918
.
4
0LFE =
910
.70
GFE
=
9
1
9
.
0
0
LFE
=
9
1
1
.
3
0
LFE = 911.60GFE = 919.30LFE =
911
.80GFE =
919
.50
RGE =
9
2
2.
2
0
RGE = 921.20RGE = 920.10RGE = 918.80RGE = 911.10RGE = 911.10RGE = 909.80RGE = 909.60RGE = 907.30RGE = 908.60RGE = 909.90RGE = 911.20RGE = 908.80RGE = 909.10RGE = 909.50RGE =
910
.20
RGE
=
9
1
0
.
8
0
RGE =
9
1
1
.
1
0
RGE =
9
1
1
.
4
0
RGE =
9
1
1
.
5
0
RGE =
919
.30RGE = 919.10
WO
WO
WOLOLOLOLOWOWOWOWOWO
WO
WO
WO FBFBFBFBFBFB
W
OWO
LO
WOWO LO
WOWOWO
WO
WO
WO
WO
WO
WO
WO
F
B
F
B LOFBFBFB
FB
FB
FBFBWOWOLOFB FBFBFBFBFBFBFB
FB
RG
E
=
9
1
1
.
5
0
R
G
E
=
9
1
1
.
4
0
RGE = 91
4.
4
0
RGE = 91
2.
4
0
RGE = 90
9.
0
0RGE =
9
0
8
.
4
0RGE =
907
.90RGE = 907.90RGE = 90
8
.
8
0
RGE = 91
0.
5
0
RGE = 91
0.
7
0 RGE = 910.70RGE = 910.90RGE = 911.70RGE = 912.90RGE = 914.20RG
E
=
9
1
9
.
5
0
R
G
E
=
9
1
9
.
8
0 RGE = 922.90RGE = 929.00RGE = 930.40RGE = 931.90RGE = 933.50RGE = 934.30RGE = 9
2
9.
2
0
RGE = 9
2
9.
9
0
RGE = 925.90RGE = 924.40RGE = 923.30RGE = 922.20RGE = 921.20RGE = 920.50RGE = 922.30RGE = 920.90RGE = 922.40RGE =
9
2
0
.
3
0
RGE =
9
2
0
.
6
0
RGE =
9
2
0
.
8
0
GFE = 9
1
9
.
3
0
LFE = 9
1
1
.
6
0
GFE =
9
1
9
.
6
0
LFE = 9
1
1
.
9
0
GFE =
9
1
9
.
7
0
LFE = 9
1
2
.
0
0
GF
E
=
9
1
9
.
7
0
LF
E
=
9
1
2
.
0
0
G
F
E
=
9
1
9
.
6
0
L
F
E
=
9
1
1
.
9
0
GFE = 91
9.
4
0
LFE = 91
1.
7
0
GFE = 91
7.
4
0
LFE = 90
9.
7
0
GFE = 91
7.
2
0
LFE = 90
9
.
5
0
GFE =
9
1
6
.
6
0
LFE =
9
0
8
.
9
0GFE =
916
.10LFE =
908
.40LFE = 908.40GFE = 916.10LFE = 90
9
.
3
0
GFE = 91
7
.
0
0
LFE = 91
1
.
0
0
GFE = 91
8.
7
0
LFE = 91
1.
2
0
GFE = 91
8.
9
0 LFE = 911.20GFE = 918.90LFE = 911.40GFE = 919.10LFE = 912.20GFE = 919.90LFE = 913.40GFE = 921.10LFE = 914.70GFE = 922.40L
F
E
=
9
1
2
.
0
0GF
E
=
9
1
9
.
7
0
LF
E
=
9
1
2
.
3
0
G
F
E
=
9
2
0
.
0
0 GFE = 927.90LFE = 920.20GFE = 929.20LFE = 921.50GFE = 930.60LFE = 922.90GFE = 932.10LFE = 924.40GFE = 933.70LFE = 926.00GFE = 934.50LFE = 926.80LFE = 922.80GFE = 930.50LFE = 921.40GFE = 929.10LFE = 919.70GFE = 927.40LFE = 9
1
2
.
8
0
GFE = 9
2
0
.
5
0
LFE = 9
1
3
.
1
0
GFE = 9
2
0
.
8
0
LFE = 9
1
3
.
3
0
GFE =
9
2
1
.
0
0GFE = 920.70LFE = 913.00GFE = 921.40LFE = 913.70GFE = 922.40LFE = 914.70GFE = 923.50LFE = 915.80GFE = 924.60LFE = 916.90GFE = 926.10LFE = 918.40
FBRGE =
9
3
0.
3
0
LFE = 916.00GFE = 923.70GFE = 9
2
9.
4
0
LFE = 9
2
1.
7
0
930
928
932
930
928
932
934
936
920922930
926
928
904
904
904
9049069
1
0 906908906
908
918914916918
9
2
0
93
0
9
1
8
9
2
2
9
2
4
9
2
6
92
8 930922924926928932930922924926928
912914916916918920918912
914
916
900
898
902
904
906900
902
904
904
9
0
0
9
0
2
9
0
4
9
0
6
9
0
6
910906
9
0
8
912 9149
1
6
910
906908912
914
916916
912 914916918920
918
WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET8808808908909008
7
8 878 882882 884884886 886888 888892 892894 8948968989029
0
4904904 90
4 90490690890089889
8898 8988988988988988989029
0
2902 9029
0
2
9
0
2 9029029049049069069069
0
6
9
0
6 90690090091091089289289289
28928
9
2
894
89
4
896
896898898902
902
902904
904904904904906908 880
890900
900900900
874
876878
88288
2882
884886
888892
894
896
898
898
89889
8
898
898
898898
89889889889
8
8988988988
9
8898898
898
898898
898
898
89
8
898898
9029
0
2904
906906 904900
902
900
902
902
904
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 8 GRADING (PPLAT-SE)
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 - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF
25
-
2024/06/24
22-26553
25 GRADING PLAN
---- ---- 25
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
RETAINING WALL
(MAX HEIGHT 4 FT)
RETAINING WALL
(MAX HEIGHT 4 FT)
GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD
DOOR
LFE = LOWEST FLOOR ELEVATION
RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE,
0.5' BELOW LOWEST OPENING)
FB = FULL BASEMENT
LO = LOOKOUT BASEMENT
WO = WALKOUT BASEMENT
Page 41 of 72
71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W COUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET900900900 910910920 9208988988
9
8
8
9
8 89889889889889889889889889
8898898898 9029029049049069
0
6
9
0
89089
0
8 9089
0
8 9089
1
2 9129129129
1
4 914914 914916 91691891891
8 91892
2 922924 924926926928928
9009
0
0 9109109
2
0 920898898898898898898898898898898 902902904904904904906906 908908912912912912914914916916 916 916918918918 9189
0
0 900900900900900900 9009009009109109109109
1
0 91092092089689
6 8968968988989029029049049069
0
6 90890891291291
2 9129149149169169189189229229249249009009009009009
0
0 9109108968968
9
6896 89
6896896896896896896896896896 898898 89
889889
8898 8988988988988988988988988989029
0
2 90490490690690890891291291491490090089689689
6896896896 8968968968968968
9
6
896896896896896896896896 89689689689689689
6 89689689689689689689
689689
6896 896896896896 8968968968968
9
689689
6896 89689
6
8
9
6 89689689689
6896896 8968968968968
9
68968968968968968968
9
689689689689
6896 898898898900
89689
6
896896
896
896
896896896
8
9
6
898898898898898898898898
898898
8989
0
090090
09009009009009009
0
09009009009
0
09009009009
0
0
900
9
0
0
90090
0900
89
6896
89
6
89
6
896
898898
898898898
898
898
9009009009109109209
2
09209
2
0
896
8
9
6
8968
9
6
896
896896
8989029
0
2
90290490
4
904
906906
906906906
906906
908
908912
912
91
4
914
916
916
918
9189229
2
2
900910
89
8
8
9
8
898
898898898
90
2
904
906
90891291491491491491491
6
916
916
916916916916918
918
9189
1
8
918
91891891891
8
918
918
900900900
900
900900
90
0
900900910
920
896896
896
8988
9
8
89
8
898
898
902
904
906
908912914916
918
922
924
926926
926
926926926
926
928
928
90
0
910
920
8968
9
6896896
89
6896896
8988
9
889889
88988988
9
8
898
898902
904906906906908912914916918
922
922922
92
2
924924
924924
9
0
0
900
900910
8
9
6
896
8988988988
9
8898898898
89
8
898
898
898898898898898898898898
898898898902902902904
906
908907.87907.40907.10907.35906.66906.02905.10905.249
0
5
.
2
4 915.52915.79916.11916.44917.15915.36908.219
0
6
.
8
9
904.77911.95912.22913.62914.65912.06912.97918.17917.34918.609
1
9
.
6
4916.67920.58916.57916.32917.58916.50916.189
1
6
.
7
8917.00917.82911.659
0
5
.
2
2 911.72905.009
1
1
.
5
0 911.57900.92904.80905.249
0
5
.
1
4 906.41908.36910.31914.27915.579
1
6
.
8
7 920.75912.32912.63912.71912.52912.99920.12912.17905.76905.11900.14901.78906.199
0
3
.
4
0 902.00900.37917.53914.73911.94908.65909.50911.80913.83916.76918.15920.66926.629
2
8
.
1
5 926.42924.30923.83916.01925.82920.95920.63915.18920.53HPGFE = 912.20
LFE = 904.50
GFE = 915.00
LFE = 907.30
GFE = 917.80
LFE = 910.10
GFE = 920.30
LFE = 912.60
LFE = 905.00
GFE = 912.70
LFE = 907.20
GFE = 914.90
LFE = 909.40
GFE = 917.10
LFE = 911.70
GFE = 919.40
LFE = 913.80
GFE = 921.50LFE = 915.60
GFE = 923.30
LFE = 9
1
4.
7
0
GFE = 9
2
2.
4
0
LFE = 913.70
GFE = 921.40LFE = 912.60GFE = 920.30LFE = 911.30GFE = 919.00LFE = 908.40GFE = 916.10LFE = 908.40GFE = 916.10LFE = 907.10GFE = 914.80LFE = 906.90GFE = 914.60G
F
E
=
9
1
3
.
0
0
LF
E
=
9
0
5
.
3
0 GFE = 914.50LFE = 906.80GFE = 915.20LFE = 907.50GFE = 915.50LFE = 907.80GFE = 916.80LFE = 909.10GFE = 918.10LFE = 910.40GFE = 919.40LFE = 911.70GFE =
9
2
1.
4
0
LFE =
9
1
3.
7
0
GFE
=
9
1
3
.
9
0
L
F
E
=
9
0
6
.
2
0
GFE = 914
.
0
0
LFE = 906.
3
0
GFE = 914.00LFE = 906.30GFE = 913.80LFE = 906.10GFE = 917
.00LFE = 909
.30LFE = 909.60GFE = 917.30LFE = 910.00GFE = 917.70GFE =
918
.40
LFE
=
910
.70
GFE
=
9
1
9
.
0
0
LFE
=
9
1
1
.
3
0
LFE = 911.60GFE = 919.30LFE =
911
.80GFE =
919
.50
RGE = 912.50RGE = 914.70RGE = 916.90RGE = 919.20RGE = 921.30
RGE = 923.10
RGE =
9
2
2.
2
0
RGE = 921.20RGE = 920.10RGE = 918.80RGE = 911.10RGE = 911.10RGE = 909.80RGE = 909.60R
G
E
=
9
0
8
.
0
0 RGE = 906.30RGE = 907.00RGE = 907.30RGE = 908.60RGE = 909.90RGE = 911.20RGE =
9
1
6.
4
0
RGE
=
9
0
8
.
9
0
RGE = 905
.
8
0 RGE = 905.80RGE = 905.60RGE = 908.80RGE = 909.10RGE = 909.50RGE =
910
.20
RGE
=
9
1
0
.
8
0
RGE =
9
1
1
.
1
0
RGE =
9
1
1
.
4
0
RGE =
9
1
1
.
5
0
RGE =
919
.30RGE = 919.10
RGE = 912.10 RGE = 909.60 RGE = 906.80 RGE = 904.00
WO WO WO WO
WOWO
WO
LO
LO
WO
WO
WO
WO
WO
WO
L
OLOLO LOLOWOWOWOWOWO
WO
WO
WO FBFBFBFBFBFB
FB
FB FB FB FB FB
912
914
916
900
898
902
904
906900
902
904
904
910
906908912
914
916916
900900898902902904904910
902
904
906
908
902
902
904
904 91092092
0
912 9129149149169
1
6
918918920
912914
916
918
92
2
924
912910
902
904
906908
912
910
912914916918
920
918
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 8 GRADING (PPLAT-SE)
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 - SE\26553 - 8 GRADING (PPLAT-SE).DWG 35OF
26
-
2024/06/24
22-26553
26 GRADING PLAN
---- ---- 26
ELK RIVER MINNESOTA
GRADING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
RETAINING WALL (MAX HEIGHT 4 FT)
GFE = GARAGE FLOOR ELEVATION (AT OVERHEAD
DOOR
LFE = LOWEST FLOOR ELEVATION
RGE = REAR GRADE ELEVATION (AT REAR OF HOUSE,
0.5' BELOW LOWEST OPENING)
FB = FULL BASEMENT
LO = LOOKOUT BASEMENT
WO = WALKOUT BASEMENT
Page 42 of 72
GRANT ST
186TH CIR
185
T
H
A
V
E
BASIN O
100 YR HWL = 914.49
BASIN L
100 YR HWL = 911.05
311
312 313
204
207
210
208
205
206
212
213
214
215
216
236
234
235
211209
314
310 309
308
307
COUNTY HIGHWAY NO. 40OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
W
W
W
W
W
W
W
IIIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40117
OUTLOT C
9
8
7
6
5
4
3
OUTLOT B
20
25
24
23
22
21
15
19
18
17
16
12
14
13
10
11
103
100
99
104
101
102
116
115
112
118
119
105
106
107
108 109
110
111
113
114
86
98
97
2
1
ROAD HROAD
H
BASIN P
100 YR HWL = 908.36
BASIN Q
100 YR HWL = 917.28
R
O
A
D
M
XXXBASIN R
100 YR HWL = 918.26
PLANT SCHEDULE 27
SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GD GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
QB QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TA TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
EVERGREEN TREES
AB ABIES BALSAMEA
BALSAM FIR 6` HT MIN B & B
LL LARIX LARICINA
TAMARACK 8` HT MIN B & B
PA PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
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 CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT-SE)
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 - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
27
-
2024/06/24
22-26553
27 PLANTING PLAN
---- ---- 27
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
185TH AVE THROUGH DEVELOPMENT
APPROVED WITH "BRADFORD PARK
DEVELOPMENT" PRELIMINARY PLAT
Page 43 of 72
FP100FP1
0
0 FP100FP100FP1
0
0
FP100
F
P
1
0
0
FP100
FP100
FP100F
P
1
0
0
FP
1
0
0
FP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100WWWWWW W
WWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WW
W
W
W
W
W
W
W
W
W
W
WW WWWET
WET
WE
T
WETWETWET
WET
WETWET
WETWETWE
T WETWET
WE
T
WET
WETWETWETWET36
35
3433
32
31
30 29 28
27
26
25
24
23
22 100
99
79
OUTLOT F
74
76
75
73
40
OUTLOT E
47
84
82
83
86
85
81
80
78
77
89
95
91
90
92
87
OUTLOT D
88
98
97
96
93
94
39
38
37
44
45
42
41
43
46
50
49
54
55
5648
57
ROAD
H
BASIN W
100 YR HWL = 904.08
BASIN X
100 YR HWL = 904.86
BASIN T
100 YR HWL = 915.00ROAD LXXXBASIN S
100 YR HWL = 915.01
WETWET
WETWETWETWET
WET
FP100FP100FP100FP10
0 FP1
0
0
F
P
1
0
0 FP100WWW
WWWWWW
W
WWWWWWWWW WW
W WWW
W W
W
W
WWWET
WET
WET
WET
WET
PLANT SCHEDULE 28
SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GD GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
PT POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QB QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TA TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
EVERGREEN TREES
AB ABIES BALSAMEA
BALSAM FIR 6` HT MIN B & B
PA PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
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 CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT-SE)
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 - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
28
-
2024/06/24
22-26553
28 PLANTING PLAN
---- ---- 28
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
Page 44 of 72
OHLOHLOHLOHLOHL
OHLOHLOHLFP
1
0
0
FP100
FP100
FP100 FP100
FP
1
0
0
FP1
0
0
FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100FP100
FP100
FP10
0
FP10
0 FP100FP100FP100FP100
FP100
FP100
FP100
FP10
0
FP10
0
FP100 FP100
W
W
W
WWWW
W
W
WW
W
W IIIIIIIIIIIIIIIIIIIICOUNTY HIGHWAY NO. 40WE
T WETWET
WE
T
WET
WETWETWETWETWETWETWETWETWET
WET
WET WETWE
T
WET WETWET
WET WET71 67687069
OUTLOT F
74
76
75
73
64
47
58
60
72
78
77
44
45
42
41
43
46
51
50
49
52
53
54
55
5648
57
59
61
62
63 6665
BASIN U
100 YR HWL = 904.47
BASIN T
100 YR HWL = 915.00
BASIN V
NWL = 901.00
100 YR HWL = 903.69
PLANT SCHEDULE 29
SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GD GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
PT POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QB QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
EVERGREEN TREES
PA PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL DESCRIPTION
SEED MIX
BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
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 CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
26553 - 9 LANDSCAPE (PPLAT-SE)
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 - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
29
-
2024/06/24
22-26553
29 PLANTING PLAN
---- ---- 29
ELK RIVER MINNESOTA
PLANTING PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
Page 45 of 72
26553 - 9 LANDSCAPE (PPLAT-SE)
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 - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
-
2024/06/24
22-26553
30 PLANTING DETAILS
---- ---- 30
ELK RIVER MINNESOTA
PLANTING
DETAILS
TTK
TTK
TJW, JDF
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 CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
LENNAR HOMES
30
DECIDUOUS TREE PLANTING
NTS LD705
PRUNE ALL BROKEN, DAMAGED, OR RUBBING
LIMBS AND BRANCHES IMMEDIATELY AFTER
PLANTING - ALL PRUNING CUTS CLEAN AT 90°
FINISH
GRADE
STAKING DIAGRAM
DO NOT CUT PRIMARY LEADER. ALL TREES
SHALL HAVE A STRONG (CENTRAL)
DOMINATE LEADER
TREES 8'+TREES 6'-8'
TIE NYLON STRAP AROUND TRUNK AS SHOWN
SET ROOT FLARE 3" ABOVE FINISH GRADE
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 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
HARDWOOD STAKES 2"X2"X8' LONG - INSTALL
OUTSIDE OF ROOTBALL AT 5' MAX HT
1/2" WIDE NYLON STRAPPING - GREEN OR
BROWN COLOR
CUT AND REMOVE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND
REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARRING ROOTS. ANY ROOTS
THAT ARE SCARRED OR BROKEN DURING
PLANTING SHALL BE PRUNED 90°
ROOTBALL DIA
2X ROOTBALL DIA
EVERGREEN TREE PLANTING
NTS
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'
ROOTBALL DIA
2X ROOTBALL DIA
TIE NYLON STRAP AROUND TRUNK AS SHOWN
CUT AND REMOVE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND
REMOVE FROM THE PLANTING PIT. AVOID
CUTTING OR SCARRING ROOTS. ANY ROOTS
THAT ARE SCARRED 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 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
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 PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND
SURROUNDING TREES.
5.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.
6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS
INDICATED IN THE PLANT SCHEDULE.
7.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.
8.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.
9.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.
10.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.
11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO
HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED.
12.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.
13.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.
14.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.
15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE
LANDSCAPE ARCHITECT.
16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
CONTRACTOR.
17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.
PLANTING NOTES
Page 46 of 72
PLANT SCHEDULE
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT
TREES
BN 35 BETULA NIGRA
RIVER BIRCH MULTI-TRUNK 10` HT MIN B & B
CA 19 CARPINUS CAROLINIANA
AMERICAN HORNBEAM 2" CAL B & B
CO 43 CELTIS OCCIDENTALIS
COMMON HACKBERRY 2" CAL B & B
GS 29 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`
SKYLINE HONEYLOCUST 2" CAL B & B
GD 44 GYMNOCLADUS DIOICA 'ESPRESSO'
KENTUCKY COFFEETREE 2" CAL B & B
MA 30 MAACKIA AMURENSIS
AMUR MAACKIA 2" CAL B & B
PT 7 POPULUS TREMULOIDES
QUAKING ASPEN 2" CAL B & B
QB 43 QUERCUS BICOLOR
SWAMP WHITE OAK 2" CAL B & B
QM 20 QUERCUS X MACDANIELI `CLEMONS` TM
HERITAGE OAK 2" CAL B & B
TA 32 TILIA AMERICANA `MCKSENTRY`
SENTRY LINDEN 2" CAL B & B
EVERGREEN TREES
AB 14 ABIES BALSAMEA
BALSAM FIR 6` HT MIN B & B
LL 1 LARIX LARICINA
TAMARACK 8` HT MIN B & B
PA 19 PICEA ABIES
NORWAY SPRUCE 12` HT MIN B & B
PD 22 PICEA GLAUCA 'DENSATA'
BLACK HILLS SPRUCE 12` HT MIN B & B
PB 19 PINUS BANKSIANA
JACK PINE 6` HT MIN B & B
PS 15 PINUS STROBUS
WHITE PINE 6` HT MIN B & B
SYMBOL QTY DESCRIPTION
SEED MIX
83,805 SF BIOFILTRATION MIX 1
ISG CUSTOM SAND SPECIALIST MIX
50,629 SF BIOFILTRATION MIX 2
ISG CUSTOM EXTREME CONDITIONS MIX
50,812 SF SEED MIX FINE FESCUE TURF
FINE FESCUE TURF
1,617,563 SF SEED MIX MNDOT 25-131
MNDOT SEED MIX - LOW MAINTENANCE TURF
85,877 SF SEED MIX MNDOT 33-261
STORMWATER SOUTH AND WEST
26553 - 9 LANDSCAPE (PPLAT-SE)
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 - SE\26553 - 9 LANDSCAPE (PPLAT-SE).DWG 35OF
-
2024/06/24
22-26553
31 PLANTING SCHEDULES
---- ---- 31
ELK RIVER MINNESOTA
TTK
TTK
TJW, JDF
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 CONSTRUCTIONxxxx-xx-xx xxxxx
BRADFORD PARK
DEVELOPMENT SOUTH
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
31
LANDSCAPE REQUIREMENTS
PLANT TYPE REQUIRED ADDITIONAL TOTAL
DECIDUOUS TREES 302 0 302
EVERGREEN TEES 90 0 90
Page 47 of 72
OUTLOT A
OUTLOT J
OUTLOT H
OUTLOT B
OUTLOT D
OUTLOT C
OUTLOT E
OUTLOT K COUNTY HIGHWAY NO. 40CSAH NO. 12EM Dr
a
i
n
ag
e
E
a
s
em
e
n
tPer
T
i
t
l
e
C
omm
i
tme
n
t
WET WETWETWE
T
W
E
T
W
E
T WETWETWETWET
WETWETWETWET
FP100FP1
0
0 FP100FP100FP100FP100FP100FP100FP100FP100FP
1
0
0 FP100FP100FP100F
P
1
0
0
FP100
F
P
1
0
0
FP100FP100
FP100
FP100FP100FP100FP100FP10
0 FP100FP100
FP10
0
FP100
W
WWW WW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUU
U
W
W
W
W
W
W W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
WWWWW
WWWW
W
WW
WWW
W
W
W
W
W
W
WWWWWW W W
WWWWW WWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
WWW
W
WW
WETTROTT BROOKTROTT BROOKTROTT BROOKTRO
T
T
B
R
O
O
K COUNTY HIGHWAY NO. 40COUNTY HIGHWAY NO. 40TWIN LAKES PKWY IVANHOE ST188TH AVE
NW
TR
O
T
T
B
R
O
O
K
TROTT
BROOK
183R
D
A
V
E
N
W WETWETWET
W
E
T
WET WE
T
WETWETW
E
T
WET
WETWETWET WETWET
BASIN Q
BASIN R
BASIN S
BASIN X
BASIN W
BASIN T
BASIN U
BASIN V
BASIN P
187TH AVE
185TH A
V
EKENNEDY STLINCOLN STGRANT
ST
186TH AVE
185
T
H
A
V
E
ROAD
H
R
O
A
D
M
ROAD PROA
D
I
ROA
D JROAD K186TH AVE
185TH C
I
R
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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
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 - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
32
-
2024/06/24
22-26553
32 OVERALL WETLAND IMPACTS PLAN
---- ---- 32
ELK RIVER MINNESOTA
OVERALL
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
200 400
TTK
TTK
TJW, JDF
WETLAND LEGEND
WETLAND IMPACT AREA
REQUIRED AVERAGE WETLAND BUFFER
AVERAGE BUFFER AREA NOT IN COMPLIANCE
POTENTIAL EXCESS WETLAND BUFFER AREA
WETLAND 1A
WETLAND 2
WETLAND 3
WETLAND 4C
WETLAND 10
WETLAND 11
WETLAND 1B
WETLAND
WETLAND
PERIMETER
(LF)
WETLAND
AREA (SF)
TOTAL AREA
IMPACTED (SF)
AVERAGE
WETLAND
BUFFER (LF)
1A 7,014 1,932,803 29,545 25.6
1B 1,004 22,638 22,638 N/A
TOTAL 8,018 LF 1,955,441 SF 52,183 SF
TOTAL 1.52 MI 44.89 AC 1.20 AC
WETLAND 4B
WETLAND 4A
FEMA FLOODWAY
FEMA FLOODWAY
FEMA FLOODWAY
Page 48 of 72
XXXCOUNTY HIGHWAY NO. 40WW
W
W
W
W WW WWWWWWWWWWW
WWWWWWWWWW
W
WWWWWWWWWWWW
W
W
W
W
WWWWW W
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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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
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 - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
33
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22-26553
33 DETAILED WETLAND IMPACTS PLAN
---- ---- 33
ELK RIVER MINNESOTA
DETAILED
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND 1B
IMPACT: 22,638 SF
Page 49 of 72
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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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
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
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34
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2024/06/24
22-26553
34 DETAILED WETLAND IMPACTS PLAN
---- ---- 34
ELK RIVER MINNESOTA
DETAILED
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND 1A
IMPACT: 29,545 SF
PROPOSED 25' WETLAND
BUFFER, TYP.
WETLAND BUFFER SIGN, TYP.
WETLAND 1B
IMPACT: 22,638 SF
WETLAND 1A
IMPACT: 29,545 SF
POTENTIAL EXCESS WETLAND
BUFFER AREA: 17,091 SF
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
Page 50 of 72
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D JROAD KLIC. 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 CONSTRUCTIONxxxx-xx-xx xxxxx
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 SOUTH
LENNAR HOMES
26553 - 10 WETLAND (PPLAT-SE)
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 - SE\26553 - 10 WETLAND (PPLAT-SE).DWG 35OF
35
-
2024/06/24
22-26553
35 DETAILED WETLAND IMPACTS PLAN
---- ---- 35
ELK RIVER MINNESOTA
DETAILED
WETLAND
IMPACTS PLAN
0
SCALE IN FEET
60 120
TTK
TTK
TJW, JDF
WETLAND 1A
IMPACT: 29,545 SF
PROPOSED 25' WETLAND
BUFFER, TYP.
WETLAND BUFFER SIGN, TYP.
POTENTIAL EXCESS WETLAND
BUFFER AREA: 17,091 SF
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
BUFFER AREA NOT IN
COMPLIANCE: 10,801 SF (TOTAL)
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100 YR HWL = 903.55
ISGInc.com
CAD FILE NAME
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ISG PROJECT NO. 22-26553
FOSTER PROPERTY DEVELOPMENT
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GHOST PLATTED AREA N0
SCALE IN FEET
#####
PROPERTY LINE, TYP.
60' ROWSTORMWATER BASIN
28 SINGLE FAMILY LOTS
55', TYP.
Page 52 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Parks and Recreation Commission
Item Number
7.1
Meeting Date
August 14, 2024
Prepared By
Joe Stremcha, Business Services Director/Assistant
City Administrator
Item Description
Meadowsweet Bend Development
Reviewed by
Jeff Shelby
Joe Stremcha
Action Requested
Discuss the Meadowsweet Bend Development park dedication implications.
Background/Discussion
The developer, Twin Cities Land Development (TCLD), is proposing a 104-lot subdivision at the northwest
corner of County Road 1 and Ranch Road. The project is unique in that the developer has proposed
connecting to city sewer, but not city water. There is an existing sewer connection at the southeast corner of
this parcel and both the City Council and Elk River Municipal Utilities have reviewed the concept, prior to this
application, and are comfortable with the utility proposal.
The lots are approximately 1-acre or larger, and the developer has proposed minimal grading and tree
removal to preserve as much of the existing landscape as possible. The site also abuts 26 acres of city park
land (Burr Oak Park), and plans include a land dedication to provide a direct connection from this residential
subdivision to the existing city park.
Financial Impact
None.
Mission/Policy/Goal
Responsibly grow.
Attachments
1. 2024.07.29 Narrative Meadowsweet Bend
2. Overall Site Plan
3. Aerial_1
4. Aerial_2
5. Trails
6. Trails Zoomed
7. Park Area
Page 53 of 72
Page 54 of 72
Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24
Meadowsweet Bend
Proposal for New Residential Acreage Lots in Elk River
The team at Twin Cities Land Development (TCLD) is pleased to propose Meadowsweet Bend; a new large-lot
residential neighborhood at Ranch Road in Elk River, MN.
PROJECT SUMMARY
Meadowsweet Bend Proposes:
- 104 new construction, for-sale homes (across ~217 gross acres)
- A range of lot sizes for buyers to choose from (min ~1 acres to 8+ acres)
Based on concept review discussions to date, our understanding is that the City of Elk River and community
stakeholders have expressed a desire for lower density housing within this area of the City. We agree that this is
the highest and best use for this land, considering the beauty of the existing land and the surrounding community
context. W e are confident that there is very strong builder/home-buyer demand for larger acreage residential lots
in Elk River.
Proposed lots will meet or exceed the city’s standard R-1B sewered zoning requirements, with the following
dimensions:
Lot Dimensions R-1B Zoning Meadowsweet Bend
Front Setbacks 35’ 35’
Side Setbacks 10’ 10’
Rear Setbacks 25’ 25’
Min Lot Width 80’ 120’
Min Lot Sq Ft 12,000 sq ft 40,206 sq ft
DEVELOPMENT GOALS
Meadowsweet Bend aims to deliver mutually desired new housing opportunities and significant community
benefits for both existing and new residents in Elk River. Through the creation of a new, thoughtfully crafted
residential neighborhood, we strive to bring to life the City’s vision for the Ranch Road Corridor in the following
ways:
1. Residential Land Use: Encourage residential development with a variety of housing types that fosters high-
quality, livable neighborhoods, supports the established character of the area, and fosters greater housing
choice.
Meadowsweet Bend is positioned between the more traditional Windsor neighborhood and surrounded by
agricultural / rural land. The project proposes a mix of lot sizes that will provide a complementary buffer and
transition between the existing rural and residential uses. Meadowsweet Bend will help to expand the range
of housing options available in the City of Elk River and provide much-needed new home-ownership
opportunities. The neighborhood design allows for a range of price points and considers that many
homebuyers today wish to be part of a community with a strong sense of place while also providing a sense
of independence and open private space.
Page 55 of 72
Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24
2. Expand Access to Parks, Open Space & Natural Resources through neighborhood development.
The overall layout of the neighborhood at Meadowsweet Bend is designed to showcase and preserve the
existing natural resources of the area; A winding rural road will allow pedestrian connections to nature and
neighbors. The project proposes dedication of ~3.14 acres of land to the City (adjacent to the existing Burr
Oak Park), which could be used to expand and enhance public access to this public amenity.
3. Thoughtful Utility Design: A unique opportunity to deliver a hybrid utility model.
Rural developments typically include individual wells and septic systems. The proposed neighborhood has
been sized in a manner that will support this traditional well/septic rural configuration. However, based on
preliminary engineering review and analysis of the 2023 Feasibility Report prepared by WSB for the City of
Elk River, we propose that this specific site location and layout presents a unique opportunity to provide
homebuyers with a hybrid utility model. Each lot can be served by individual wells for water service, yet can
connect to Municipal Sewer via the existing Windsor Lift Station (as described in the Feasibility study through
the Northwest Expansion area findings).
This hybrid well/sewer configuration has been successfully executed in many communities and provides an
appealing option for both homebuyers as well as municipalities. New lots would contribute Sewer Extension
Costs and SAC Fees, providing the funding to support long-term maintenance – providing City control over
the system’s function. Homebuyers will benefit from the efficiencies and peace of mind that municipal sewer
services provide, while retaining the sought-after rural feel and character that are typically associated with
well-water and acreage lots. Based on preliminary discussions with Elk River stakeholders including
Municipal Utilities and public concept plan hearings, we believe there is a shared interest and benefit in
pursuing this hybrid design solution.
We sincerely appreciate your time, and all feedback, suggestions, or questions that the community can
provide as we advance designs for this project. We look forward to the opportunity to collaborate with you
to bring a shared vision to fruition for Meadowsweet Bend!
Thank you,
Carla Dunham
Twin Cities Land Development
Page 56 of 72
Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24
ABOUT US
The TCLD team has experience in every facet of Twin Cities real estate development, investment, and
management. The project team has developed thousands of single-family and multi-family lots, establishing
itself as the most prominent locally owned lot developer in the Twin Cities.
As a trusted residential developer, our track record speaks for itself. Over the years, we have successfully brought
numerous projects to life, earning a reputation for integrity, reliability, and exceptional results. Our diverse
portfolio showcases our ability to adapt to evolving market trends and deliver projects that stand the test of
time. Learn more at: www.TCLandDev.com .
LOCAL DEVELOPMENT EXPERIENCE
Page 57 of 72
Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG
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e1512453 1871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)ROAD END (PHASE 1)ROAD END (PHASE 3)ROAD END (PHASE 2)ROAD END (PHASE 4)SHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3
SHEET X.2
SHEET X.4
SHEET X.1
ROAD START (PHASE 1)ROAD START/END (PHASE 3)ParkCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
OVERALL SITE PLANC2.09:31 AM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg7/29/2024
NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
07/26/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862807/26/2024 PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 58 of 72
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Page 63 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Parks and Recreation Commission
Item Number
8.1
Meeting Date
August 14, 2024
Prepared By
Jeff Shelby, Recreation Manager
Item Description
Parks and Recreation Manager Update
Reviewed by
Jeff Shelby
Joe Stremcha
Action Requested
Discuss the monthly report.
Background/Discussion
This report is a monthly highlight of department activities related to recent collaborations, strategic planning,
staff changes/developments, and park operations.
Financial Impact
None.
Mission/Policy/Goal
Work with citizens to achieve goals.
Attachments
1. PR Manager Commission Report - August 24
Page 64 of 72
Memorandum
To: Parks and Recreation Commission
From: Jeff Shelby, Parks and Recreation Manager
Date: August 14, 2024
Subject: Parks and Recreation Staff Report
This report is a monthly highlight of department activities related to recent collaborations, strategic planning, staff
changes/developments, and park operations.
Elk Riverfest 2024
The family portion of the day at Orono Park was well attended and staff received great feedback. The evening SIPS
portion saw a decline in attendance in both attendees and vendors this year. The weather and location on the
asphalt presented some challenges for the day. We are currently getting a quote on electrical upgrades at Orono
Park to explore the possibility of combining both the daytime and evening portions in one location for the duration
of the day. The firework celebration originally scheduled for earlier in the month concluded Elk Riverfest this year.
Farmers Market
The University of Minnesota will once again be collecting data at the Elk River Farmers Market for the FM 360
metrics study. Elk River has participated since 2018 and this data provides information on shoppers, vendors, and
economic impact on Elk River.
Popsicles in the Park
The July Popsicles with Public Safety had great attendance and the final one for the season will be on August 20th
from 5pm to 7pm at Orono Park.
Senior Activity Center
The Senior Activity Center currently has 559 members and they’re averaging 66 member check-ins per day. The art
classes continue to be very popular and registration is currently full, with a wait list in place. The two most recent
day trips consisted of a trip down to New Ulm and a boat cruise on Lake Minnetonka. The next special event is
August 29th and that is a musical comedy jamboree featuring Kevin Doely.
Great Northern Regional Trail Grant
At the July 15th City Council meeting, Gina Hugo presented the Great Northern Regional Trail Grant application as
it pertains to Elk River after bringing it to the Parks and Recreation Commission. The council adopted the
resolution to support grant application, as the commission recommended.
Page 65 of 72
Rivers Edge Commons Park/Plants & Things Recreation Complex Welcome Plaza
At the August 5th City Council meeting, the council authorized staff to solicit bids for the seating restoration project
at Rivers Edge Commons. Council also authorized staff to solicit bids for the construction of a new welcome plaza
at PT Complex.
Summer Programs
Summer recreational programs are winding down. We had a great turnout for our new Sunshine Explorers Camp
and we are looking forward to improving it for next year. Adult softball is finishing their summer season and the fall
season starts in a few weeks. Adult Volleyball leagues are currently forming for fall, as well.
Riverfront Concert Series
The Fabulous Armadillos drew over a thousand people to Rivers Edge on August 1st. The concert series draws to a
close Thursday August 15th with Arch Allies and we are expecting a crowd of similar size for the summer finale.
Page 66 of 72
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
11.1
Meeting Date
August 14, 2024
Prepared By
Joe Stremcha, Business Services Director/Assistant
City Administrator
Item Description
Concept Review: The Specht Family Farm Housing
Development
Reviewed by
Jeff Shelby
Joe Stremcha
Action Requested
Provide the applicant with informal, non-binding, feedback regarding their proposed residential subdivision.
Background/Discussion
The applicant, Capstone Homes, is working with the owners of the Specht Farm regarding a potential
residential subdivision. The site is unique in its location and has supported agricultural operations for many
years. The project is bordered by Highway 10 to the east, the Oliver Kelley Farm to the south, the Mississippi
River to the west, and existing residential and commercial uses to the north. The Comprehensive Plan guides
the property for Mixed Residential and Highway Business Uses. The site is also adjacent to MnDOT's planned
interchange at Twin Lakes Road and Highway 10.
Development Concerns
The entire southern boundary of the site abuts the Oliver Kelley Farm. The property is owned by the MN
Historical Society (MNHS) and is on the National Register of Historic places. MNHS staff have expected
development of the subject site, and their primary concern is how the two properties interact along the
property line. City staff met with MNHS to begin these conversations and outline the development review
process and comment opportunities moving forward.
With the location along the Mississippi River, there is a significant opportunity to connect the community to
the river. The concept plan includes a large park below the bluff in the lower elevations and a trail system
through the subdivision. The commission should discuss opportunities for open space and trails, and how they
should be included in future plan updates. Is there an opportunity to include more access to the river via trails
along the bluff, potentially behind proposed homes and limiting development along the entire bluff line?
Staff requests the commission discuss these concerns and expand their discussion based on developer
feedback. The goal of the concept review process is to provide the applicant with informal feedback to guide
further development of their project.
Financial Impact
None.
Page 67 of 72
Mission/Policy/Goal
Meet changing needs - agile.
Opportunity to live, work, and play.
Responsibly grow.
Attachments
1. Location Map
2. Specht Farm Narrative
3. Project Boundary Exhibit
4. Conceptual Site Plan
Page 68 of 72
Page 69 of 72
CAPSTONE HOMES, INC. 14015 SUNFISH LAKE BLVD, SUITE 400 | RAMSEY, MN 55303 O: 763-427-3090 | F: 763-712-9060
Mr. Zach Carlton June 24th, 2024
Community Development Director
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
Mr. Carlton
Capstone Homes is presenting for consideration a plan, to develop 250 acres of Mississippi Riverfront, into
an exciting new mixed residential community. The Specht Family Farm is located at 16330 US Highway 10,
running adjacent to the Mississippi River. The Mississippi River creates extraordinary opportunities as we
consider the neighborhood’s design.
The City of Elk River adopted an amended Comprehensive Plan update in 2023. In the plan, the Specht
Family Farm is guided for a Mixed Residential Neighborhood. As guided by the Comprehensive Plan, this
type of neighborhood would primarily consist of a variety of residential homes. Capstone has a diverse
house plan mix that will meet this requirement and fill the moderately sized lots. Capstone has begun the
process of designing and engineering this site to meet the desired comprehensive plans goals while
providing careful consideration of the Mississippi River corridor. During the initial portion of design review,
Capstone and our team will be seeking feedback from the city regarding the nature and direction of design
for the neighborhood.
Details associated with this Neighborhood development plan will be shared for review by City Staff,
Planning Commissioners, and City Council members as we begin the design process. We look forward to
meeting with, and seeking feedback at the upcoming Workshop where we will present our initial base plan
and a vision for meeting the growing residential needs of Elk River.
Thank you.
Matt Barker
Capstone Homes
14015 Sunfish Lake Blvd, Suite 400
Ramsey, MN 55303
Email: mbarker@capstonehomes-mn.com
Phone: 612-219-8041
Page 70 of 72
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Elk River, Minnesotaf:\jobs\9541 - 9560\9556 - specht farm - elk river\cad c3d\survey\layouts\9556_layout 1.dwgSave Date:04/25/24ENGINEERINGSURVEYINGENVIRONMENTAL
CAPSTONE HOMES
14015 Sunfish Lake Blvd.
Suite 400
Ramsey, MN 55303
Dated:04/25/2024
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CONCEPTUAL LAND USE PLANSpecht Farms Preliminary Concept | Elk River, MN | 07/23/24WetlandWetlandOpen Space /
Park
Tr
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Trail
Gr
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w
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C
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rTrailFloodplain Forest / Backwater7
5
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E
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em
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14’
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Pond
River
Overlook
HOA River
Access
Public River
Access
To Rivers
Edge Commons
Pond
Pond
167th Ave. NW
Watermain
Connection
Watermain &
Sanitary Sewer
ConnectionTwin Lakes Parkway (Future)165th Ave. NW Gateway Rd. NWFuture
Interchange
Fr
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)Yale St. NWHI
G
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W
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1
0
OLIVER KELLEY FARMMISSISSIPPI RIVERHI
G
H
W
A
Y
1
0HIGHWAY 101CLASSIC SINGLE FAMILY HOMES
CLASSIC SINGLE FAMILY HOMES
FUTURECOMMERCIAL
CLASSIC SINGLE FAMILY HOMES
L
I
B
E
R
T
Y
S
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N
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F
AM
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BLUFF HOMESRI
V
E
R
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O
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S
LIBERTY SINGLE FAMILY HOMES
N
0 350175
Future Commercial (± 4.7 ac.)
Liberty Homes (± 42.0 ac.)
Classic Homes (± 84.4 ac.)
Bluff Homes (± 30.3ac.)
River Homes (± 16.0 ac.)
Riverfront Park (± 24.9 ac.)
Existing Wetland Area (Delineation Pending)
Property Boundary (± 247.7 ac.)
Proposed Trail
River Bluff with 30’ Setback
Existing Wetland Boundary (Delineation Pending)
Floodplain Limits
Backwater Channel
Gas Line Easement (75’)
LEGEND
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