HomeMy WebLinkAbout2017.08.21 CC PacketAGENDA
HUGO CITY COUNCIL
MONDAY, AUGUST 21, 2017 - 7:00 PM
HUGO CITY HALL
A. CALL TO ORDER
B. ROLL CALL
C. PLEDGE OF ALLEGIANCE
D. APPROVAL OF MINUTES
1. August 7, 2017 Council Meeting
2. August 8, 2017 Comprehensive Plan Workshop
3. August 11, 2017 Meeting with Metropolitan Council Chair
E. APPROVAL OF AGENDA
F. APPOINTMENTS/PRESENTATIONS
1. Hugo Good Neighbors Food Shelf Update — HGNFS President Chris DeFresne
2.
G. CONSENT AGENDA
All matters listed under the Consent Agenda are considered to be routine by the City Council
and will be enacted by one motion and a roll call vote. If a member of the City Council or
the public wishes to discuss an item, that item will be removed from the Consent Agenda and
will be considered separately.
1. Approval of Claims
2. Approve Annual Performance Review for Public Works Worker Matt Klein
3. Approve Resolution Amending Preliminary Plat and PUD for Fable Hills 4th
Addition
4. Approve Property Line Adjustment at 15118 and 15198 Irish Ave. N. (Lutz &
Lemay)
5. Approve Special Event Permit for Cruise for Troops on September 23, 2017
6. Approve Special Event Permit for Outdoor Church Service at New Life Church on
September 10, 2017
7. Approve Audit Contract Extension for Smith Schafer & Associates
8. Approve Encroachment Agreement at 15995 Finley Ave N for Accessory Structure
9.
10.
11.
12.
13.
H. UNFINISHED BUSINESS
1. Discussion on DNR's Public Waters Reclassification of Hardwood Creek
2.
I. NEW BUSINESS
1.
J. VISITOR PRESENTATIONS
1.
2.
K. COUNCIL PRESENTATIONS
1. Yellow Ribbon Network Update
2.
L. ADMINISTRATIVE PRESENTATIONS
1. Midyear Budget Workshop on Tuesday, August 22, 2017
2. Twin Cities Business Magazine Event on Thursday, August 24, 2017
3. Washington County Open to Business Event on Friday, August 25, 2017
4. Legislative Reception on Thursday, November 16, 2017
M. ADJOURNMENT
BACKGROUND MEMO FOR THE HUGO CITY COUNCIL MEETING
MONDAY AUGUST 21, 2017
D.1
August
7,
2017 Council Meeting
D.2
August
8,
2017 Comprehensive Plan Workshop
D.3
August
11,
2017 Meeting with Metropolitan Council Chair
Staff recommends Council approve the above meeting minutes as presented.
F.1 Hugo Good Neighbors Food Shelf Update — HGNFS President Chris DeFresne
Hugo Good Neighbors Food Shelf President Chris DeFresne will provide Council an update.
G.1 Approval of Claims
Staff recommends Council approve the Claims Roster as presented.
G.2 Approve Annual Performance Review for Public Works Worker Matt Klein
Public Works Worker Matt Klein was hired by the City of Hugo on August 27, 2012. Public
Works Director Scott Anderson recommends Council approve the Annual Performance Review
for Public Works Worker Matt Klein.
G.3 Approve Resolution Amending Preliminary Plat and PUD for Fable Hills 4' Addition
Elmcrest Investments, LLC, is requesting an amendment to the preliminary plat and PUD to add
three lots to the existing preliminary plat approval. The previous approval consisted of 46
detached villa lots and 14 single family home lots for a total 60 lots. The applicant is requesting a
change to allow 54 detached villa lots and 9 single family home lots for a total of 63 lots. In
2015, the applicant final platted 26 of the detached villa lots. At its August 10, 2017, meeting,
the Planning Commission held a public hearing to consider the amendment request. There were
four residents that spoke during the public hearing. Staff recommends approval of the
amendment to the preliminary plat and PUD, subject to the conditions listed in the resolution.
The Planning Commission was comfortable with the application request and agreed it meet the
intent of the overall PUD general plan. They unanimously recommended approval of the
resolution amending the preliminary plat and PUD to the City Council.
GA Approve Property Line Adjustment at 15118 and 15198 Irish Ave. N. (Lutz & Lemay)
Vince and Julie Lutz, 15118 Irish Avenue, and Charles and Lisa Lemay, 15198 Irish Avenue,
have applied for a Property Line Adjustment to move their common property line 300 feet to the
north. This would result in a 10 acre lot and a 30 acre lot, both remaining in conformance with
the minimum lot size of 10 acres. Staff recommends Council approve the resolution approving a
Property Line Adjustment for 15118 and 15198 Irish Avenue North.
G.5 Approve Special Event Permit for Cruise for Troops on September 23, 2017
Russ Hanes, organizer for Cruise for Troops, has applied for a Special Event Permit for their 9th
annual ride event on Saturday, September 23, 2017. Events with over 200 people require a
Special Event Permit approved by the City Council and approximately 800 vehicles will be
attending this event. Cars, trucks and bikes will begin at Running Aces in Columbus and travel
on CSAH4, TH61, CSAH8, and CSAH 7 through Hugo into May Township, Scandia, Marine on
St. Croix, and Forest Lake, ending up back at Running Aces. This event benefits the Invisible
Wounds Project in supporting the families of our Veterans and fallen heroes. The applicant has
secured Washington County Deputies to control intersections throughout the route in Hugo.
Staff recommends Council approve the Special Event Permit for the Cruise for Troops event on
Saturday, September 23, 2017.
G.6 Approve Special Event Permit for Outdoor Church Service at New Life Church on
September 10, 2017
David Streitz from New Life Church, 6000 148th Street North, has applied for a Special Event
Permit for an outdoor church service on Sunday, September 10, 2017 at 9 a.m. A Special Event
Permit is necessary for the amplified sound during the event. This outdoor service will replace
their normal one-hour service and approximately 100 people are expected to attend. Staff
recommends Council approve the Special Event Permit for New Life Church.
G.7 Approve Audit Contract Extension for Smith Schafer & Associates
Smith Schafer & Associates has been the auditor of the City's financial statements since first
appointed in 2001 for a three year term. The Finance Department has been very pleased with
their work and the Council has approved four contract extensions since. Finance Director Ron
Otkin recommends Council approve Smith Schafer & Associated as the City's auditor for 2017-
2021 subject to the terms in the proposal submitted to the City.
G.8 Approve Encroachment Agreement at 15995 Finley Ave N for Accessory Structure
Christopher Clausen, 15995 Finley Avenue North, has applied for an Encroachment Agreement
to locate an accessory structure within a drainage and utility easement. Staff recommends
Council approve the resolution approving the Encroachment Agreement for 15995 Finley
Avenue North.
H.1 Discussion on DNR's Public Waters Reclassification of Hardwood Creek
At its August 7, 2017, meeting, RCWD Board Manager John Waller spoke to Council on the
DNR's decision to put segments of Hardwood Creek back into the public waters inventory. The
RCWD recently sent a letter to the DNR requesting proper process be followed prior to the
reclassification of these segments. Staff will provide Council an update.
K.1 Yellow Ribbon Network Update
Council Member Chuck Haas and Council Member Phil Klein will report to Council on the
Yellow Ribbon Network activities held recently.
L.2 Midyear Budget Workshop on Tuesday August 22, 2017
The Council has scheduled the Midyear Budget Workshop to be held on Tuesday, August 22,
2017 at 3:30 p.m. in the Council Chambers. This has been scheduled as a meeting.
L.2 Twin Cities Business Magazine Event on Thursday, August 24, 2017
The Washington County profile will be published in the September issue of Twin Cities Business
Magazine. A celebration event is scheduled for Thursday, August 24, 2017 to celebrating the
revealing of this special section in the magazine. The event will take place at 4Front Technology
& Office Campus in Oakdale from 4-6 p.m. Staff recommends Council schedule this as a
meeting if they choose to attend. RSVP's are required.
L.3 Washington County Open to Business Event on Friday, August 25, 2017
An event to introduce the Washington County Open to Business Program has been scheduled for
on Friday, August 25, 2017 7:30-8:30 a.m. in the Oneka Room at Hugo City Hall. Staff
recommends Council schedule this as a meeting if they choose to attend.
LA Legislative Reception on Thursday, November 16, 2017
The White Bear Area Chamber of Commerce will hold the 2017 Legislative Reception on
Thursday, November 16 from 5-7 p.m. at the Tria Restaurant in North Oaks. Staff recommends
Council schedule this as a meeting if they choose to attend. RSVP's are required.
M. Adjournment
MINUTES FOR THE CITY COUNCIL MEETING ON MONDAY, AUGUST 7, 2017
Call to Order
Mayor Weidt called the meeting to order at 7:00 p.m.
PRESENT: Klein, Miron, Petryk, Weidt
ABSENT: Haas
ALSO PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder, City Engineer
Jay Kennedy, Community Development Assistant Rachel Leitz, Community Development Intern
Sara Rumppe, and City Clerk Michele Lindau
Approval of the Minutes for the July 13, 2017 Dream of Wild Health Grant Presentation
Klein made motion, Petryk seconded, to approve the minutes for the Dream of Wild Health grant
presentation on July 13, 2017 as presented.
All Ayes. Motion carried.
Approval of the Minutes for the July 17, 2017 City Council Meeting
Klein made motion, Miron seconded, to approve the minutes for the City Council meeting held
on July 17, 2017 as presented.
All Ayes. Motion carried.
Approval of the Minutes for the August 1, 2017 National Night Out
Klein made motion, Miron seconded, to approve the minutes for National Night Out events held
on August 1, 2017 as presented.
All Ayes. Motion carried.
Approval of the Agenda
Weidt made motion, Klein seconded, to approve the agenda as amended to add a discussion on
the reclassification of Hardwood Creek/JD2 and scheduling of a meeting with the new
chairperson of the Metropolitan Council.
All Ayes. Motion carried.
Introduction of Hugo Deputy Josh Liebenow
Sergeant Joe Stoehr introduced Deputy Josh Liebenow to the Council. Josh has been serving
Hugo as a deputy for over a year. He shared that he played professional hockey, was originally
Hugo City Council Meeting Minutes for August 7, 2017
Page 2 of 7
from White Bear Lake and recently moved with his family to Hugo. Josh said he likes living and
working in Hugo and currently works the evening shift. The Council welcomed Josh to Hugo.
Washington County Sheriff s Recognition of PAWS Veterinarian Michelle Beck
Washington County Sheriff Dan Starry recognized PAWS Doctor Michelle Beck for all the time
she has donated to their K9 Unit. Starry spoke of Beck's generosity to the Sheriff's Office over
the last seven year providing quality care to the K-9 unit. Michelle was in attendance with her
staff. In appreciation, the department presented her a shadow box made by a former commander.
There were several deputies in attendance with six of their canine partners. gg g
Mayor Weidt called for a short recess and resumed the meeting at 7:22 p.m.
Washington County Sheriffs Office Annual Report — Sheriff Dan Starry
Sheriff Dan Starry, who recently replaced Sheriff William Hutton, presented the 2016
Washington County Sheriff's Office Annual Report. He stated that he has been with the
Sheriff's Office since 1993 and has held several positions. He introduced Chief Deputy Brian
Mueller saying Brian has been a great asset to the Sheriff's Office. Starry talked about the
contract with Hugo and the eight deputies who serve the City at a cost of approximately $67 per
capita. Starry talked about the investigator position that was added to the contract in May and
filled by Detective Joe Zerwas. Statistics were provided on the different types of crimes
focusing on distracted and impaired drivers, opioid abuse, human trafficking, and other internet
crimes. The Sheriff's office now has a Community Engagement Unit, and several members of
the department had recently attended several National Night Out events in Hugo. Starry thanked
the Council for their cooperation and continued support.
Update from Washington County Commissioner Fran Miron
Commission Miron was in attendance and provided an update on activities at Washington
County. He stated that Sheriff Starry has full support of the Board and the transition was
seamless. Miron talked about the road work within the County and explained the Board was
going through the budget process and dealing with additional mandates that are not sufficiently
funded. The Washington County Board will have their first hearing Tuesday, August 8, 2017 on
the budget process.
Seizure Smart Community — Michelle Maxwell from the Epilepsy Foundation of Minnesota
Michelle Maxwell from the Epilepsy Foundation of Minnesota provided information on the
organization and shared with Council how the City of Hugo could become a Seizure Smart
Community. The foundation focuses on education, connecting and empowering those with
seizures, and they partner with cities to provide resources and support for the public. Michelle
talked about the draft Seizure Smart work plan and stressed the importance of education. They
are currently working with 22 other communities across the state and eastern North Dakota but
have not done a lot within the metro area. She asked for Council's support in moving forward.
Hugo City Council Meeting Minutes for August 7, 2017
Page 3 of 7
Weidt made motion, Petryk seconded, to direct staff to finalize and implement a work plan to
become a Seizure Smart Community.
All Ayes. Motion carried.
Approval of the Consent Agenda
Miron made motion, Klein seconded, to approve the following Consent Agenda items:
1. Approval of Claims
2. Approve Annual Performance Review for Public Works Mechanic Dave Greeder
3. Approve Annual Performance Review for Public Works Director Scott Anderson
4. Approve Annual Performance Review for Public Works Lead Worker Mike Loeffler
5. Approve Lawful Gambling Exempt Permit for Duck's Unlimited at Sal's Angus Grill
6. Approve Agreement for Municipal Advisor Services with Springsted Incorporated
7. Approve Site Plan and Conditional Use Permit (CUP) Amendment for Xcel Energy
located at 13676 Fenway Boulevard North
8. Approve Utility Easement Agreement for the Beaver Ponds Sewer Rehabilitation Project
9. Approve Pay Request No. 1 to Arnt Construction for 147th Street Sidewalk Project
10. Approve Pay Request No. 2 to T.A. Schifsky for the North Sunset Lake Area Street
Improvement Project
11. Approve Lease Agreement with Verizon Wireless for Cellular Equipment on Water Tower
No.3
All Ayes. Motion carried.
Approval of Claims
Adoption of the Consent Agenda approved the Claims Roster as presented.
Approve Annual Performance Review for Public Works Mechanic Dave Greeder
Dave Greeder was hired by the City of Hugo as the mechanic in the Public Works Department
on August 8, 2005. Adoption of the Consent Agenda approved the annual performance review
for Public Works Mechanic Dave Greeder.
Approve Annual Performance Review for Public Works Director Scott Anderson
Scott Anderson was hired by the City of Hugo on August 11, 2003 as a Senior Engineering
Technician, and on August 5, 2008, Scott was promoted as the City's Public Works Director.
Adoption of the Consent Agenda approved the annual performance review for Public Works
Director Scott Anderson.
Hugo City Council Meeting Minutes for August 7, 2017
Page 4 of 7
Approve Annual Performance Review for Public Works Lead Worker Mike Loeffler
Mike Loeffler was hired as a maintenance worker for the City of Hugo's Public Works
Department on August 5, 2002. On October 17, 2011, Mike was promoted to be the Public
Works Lead Worker. Adoption of the Consent Agenda approved the annual performance review
for Public Works Lead Worker Mike Loeffler.
Approve Lawful Gambling Exempt Permit for Duck's Unlimited at Sal's Angus Grill
The St. Croix Chapter of Ducks Unlimited had submitted an application for an exempt permit to
allow them to hold raffles at their event on September 9, 2017 at Sal's Angus Grill. Adoption of
the Consent Agenda approved the Lawful Gambling Exempt Permit for Ducks Unlimited.
Approve Agreement for Municipal Advisor Services with Springsted Incorporated
Following the Great Recession of 1998, Congress approved legislation commonly called the
Dodd -Frank Wall Street Reform and Consumer Protection Act. This legislation includes a
provision that all municipal advisors be registered with the Securities and Exchange Commission
and disclose to their municipal clients what services they provide and the cost of these services.
To meet the requirements contained in the legislation, Springsted Incorporated, the City's
financial advisors, had requested each of their municipal clients to enter into a service agreement
that clarifies what services they provide and sets the level of compensation for the each of these
services. The Finance Department had reviewed the proposed agreement and recommended
approval. Adoption of the Consent Agenda approved the agreement for Municipal Advisor
Services with Springsted Incorporated and authorized the City Administrator to execute the
agreement.
at 13676 Fenway Boulevard North
Xcel Energy had requested approval of a site plan for a 12,000 square foot building addition to
the previously approved training barn and a conditional use permit amendment to expand
outdoor storage and an outdoor gas/electric training area. At its July 27, 2017, meeting, the
Planning Commission held a public hearing and received no comments. The Planning
Commission reviewed the site plan and CUP amendment applications and unanimously
recommended appj 6val with the conditions listed in the resolutions. Adoption of the Consent
Agenda approved RESOLUTION 2017-25 APPROVING A SITE PLAN FOR XCEL
ENERGY INC. FOR A BUILDING ADDITION ON THE PROPERTY LOCATED AT 13620
FENWAY BOULEVARD NORTH and RESOLUTION 2017-26 APPROVING A
CONDITIONAL USE PERMIT AMENDMENT FOR XCEL ENERGY INC. TO ALLOW AN
OUTDOOR STORAGE AND TRAINING AREA USE ON THE PROPERTY LOCATED AT
13620 FENWAY BOULEVARD NORTH.
Approve Utility Easement Agreement for the Beaver Ponds Sewer Rehabilitation Proiect
Staff requested Council approve a utility easement agreement with Kevin Peltier on his property
Hugo City Council Meeting Minutes for August 7, 2017
Page 5 of 7
located on the south side of 130th Street North. The easement was necessary as part of the
Beaver Ponds sewer project. The easement would be recorded as sixty feet wide by four hundred
feet long running parallel with the proposed realigned sewer pipe. Adoption of the Consent
Agenda approved the easement agreement for the Beaver Ponds Sewer Rehabilitation Project.
Approve Pay Request No. 1 to Arnt Construction for 1471 Street Sidewalk Proiect
The City of Hugo had received Pay Request No. l from Arnt Contracting for the 147th Street
Sidewalk Extension Project. City Engineer Mark Erichson and Senior Engineering Technician
Steve Duff had reviewed the pay request and found it to be satisfactory for work completed to
date on this project. Adoption of the Consent Agenda approved Pay Request No. 1 to Arnt
Contracting in the amount of $63,725.62 for work completed to date on the 147th Street Sidewalk
Extension Project.
Approve Pay Request No. 2 to T.A. Schifsky for the North Sunset Lake Area Street
Improvement Proiect
The City of Hugo had received Pay Request No. 2 from T.A. Schifsky's for the North Sunset
Lake Street Reconstruction Project. City Engineer Mark Erichson and Senior Engineering
Technician Steve Duff had reviewed the pay request and found it to be satisfactory for work
completed to date on this project. Adoption of the Consent Agenda approved Pay Request No.2
to T.A. Schifsky in the amount of $286,611.82 for work completed to date on the North Sunset
Lake Street Reconstruction Project.
Approve Lease Agreement with Verizon Wireless for Cellular Equipment on Water Tower
No.3
Staff had prepared a lease agreement for the installation of cellular equipment on Water Tower
No. 3. This lease would allow Verizon Wireless to install antennas similar to the ones owned by
T -Mobile that are already installed on the tower. When the water tower was built, space and
access was designed specifically for the installation of such mobile antenna equipment.
Adoption of the Consent Agenda approved a lease agreement with Verizon Wireless to allow the
installation of antenna equipment on water tower no. 3. In return, Verizon Wireless will pay the
City an annual rent of $24,000 with a 2.5% increase each year.
Update on Fire Hall Roof Replacement
At its July 5, 2017, meeting, the Council approved the hiring of a consultant to prepare plans and
specifications for a new Fire Hall roof. Community Development Assistant Rachel Leitz
explained that the Fire Hall was constructed in 1998, and staff had been working on the process
of roof replacement following the bidding process. She talked about the installation of solar
panels on the facility and described two potential systems. With the cost, lifespan, and size of the
project, staff felt it was not the best option at this time, but the roof would be engineered to hold
a future installation of a solar energy system. Next steps in the process are to prepare plans and
specs and approve the advertisement of bids for the project to be done this year. Council agreed
it did not seem fiscally responsible to put solar panels on the roof at this time.
Hugo City Council Meeting Minutes for August 7, 2017
Page 6 of 7
Discussion on the Reclassification of Hardwood Creek/JD2 to Public Waters
Staff added this to the agenda at the request of Rice Creek Watershed District Manager John
Waller. Waller, 14010 Homestead Avenue, had attended the District's monthly workshop and he
talked about a letter they are drafting to send to the DRN regarding the DNR's reclassification of
Hardwood Creek/Judicial Ditch 2 as a public water body. Maintenance to the ditch would then
have to go through the state's permitting process. He asked for Council's support in not putting
these properties back into the public water inventories. The Council talked about the importance
of keeping local control of the ditch.
Weidt made motion, Miron seconded, to direct staff to draft a letter to the DNR regarding the
reclassification of the ditch for approval at the next Council meeting.
All Ayes. Motion carried. 1
Yellow Ribbon Network Report x
Council Member Phil Klein reported to Council on the Yellow Ribbon Network activities held
recently. He thanked the businesses who sponsored July Burger Night. On August 16, the
American Legion will be hosting a movie called Battle Scars, and this will be a fundraiser for the
YRN. Caribou Coffee donated coffee for care packages, and the YRN had shipped almost 16
tons of wish list items to date. He reminded everyone that the Hugo Public Works Department
will be sponsoring the next Burger Night on August 23, and the 4th annual Hugo Lions Golf
Scramble will be on August 13 in support of the YRN.
Reschedule September 4, 2017 Council Meeting to Tuesday, September 5, 2017 Due to
Labor Day Holiday
Each year, the Hugo City Council has to reschedule its first meeting in September due to the
Labor Day Federal Holiday. City Administrator Bryan Bear requested Council reschedule this
meeting.
Weidt made motion, Petryk seconded, to reschedule the meeting to Tuesday, September 5, 2017.
All Ayes. Motion carried.
Comprehensive Plan Workshop on Tuesday, August 8, 2017
City Administrator Bryan Bear reminded Council that a workshop had been scheduled for
Tuesday, August 8, 2017, in the Oneka Room at 7 p.m. with the Parks Commission to discuss the
2040 Comprehensive Plan as it relates to parks.
Schedule Citywide Bus Tour for Saturday, October 7 or 14, 2017
City Administrator Bryan Bear requested Council pick a date to schedule the 12th annual
Citywide Bus Tour for the Council, Commissions, City staff, and interested residents.
Hugo City Council Meeting Minutes for August 7, 2017
Page 7 of 7
Klein made motion, Petryk seconded, to schedule the Citywide Bus Tour for Saturday, October
7, 2017, at 10 a.m.
All Ayes. Motion carried.
Meeting with new Chair of Metropolitan Council.
City Administrator Bryan Bear informed Council a meeting was scheduled for Friday morning
with the new Metropolitan Council Chair Alene Tchourumof£ He will be taking her on a short
tour of the City and invited the Council to meet with her after at City Hall.
Klein made motion, Miron seconded, to schedule a meeting with Alene Tchourumoff at 10 a.m.
on Friday, August 11, 2017, at Hugo City Hall.
All Ayes. Motion carried.
AdiournmentIs go'g"In
Klein made motion, Miron seconded, to adjourn at 8:34 in.
Respectfully Submitted,
Michele Lindau,
City Clerk
# 4'11�
s;r
MINUTES FOR THE HUGO CITY COUNCIL
PARKS AND TRAILS
2040 COMPREHENSIVE PLAN OPEN HOUSE
TUESDAY, AUGUST 8, 2017
ONEKA ROOM
PRESENT: Klein, Petryk, Miron, and Weidt
ABSENT: Haas
ALSO PRESENT: City Administrator Bryan Bear, Planner Rachel Juba, Community
Development Assistant Rachel Leitz, Parks Planner Shayla Denaway, Landform Planner Kendra
Lindahl, and Landform Planner Mary Matze
The meeting was called to order at 7:00 pm by Mayor Weidt
The open house was held for the purpose of providing information on the Comprehensive Plan as
it relates to the planning of parks and trails. The parks and trails section of the Comprehensive
Plan is starting to be drafted, and input from the public is an important piece of the plan. There
were existing and proposed maps of the parks and trail systems. Residents were asked to provide
information on what their preferences were in regards to types of park facilities, types of trails,
and other desires for parks. Attendees filled our comment sheets and provided them to City staff.
The meeting adjourned at approximately 9:00 pm.
Respectfully Submitted,
Rachel Juba
Planner
MINUTES FOR THE HUGO CITY COUNCIL
MEETING WITH METROPOLITAN COUNCIL CHAIR
AUGUST 11, 2017
PRESENT: Haas, Klein, Petryk, Miron, and Weidt
ABSENT: None
ALSO PRESENT: City Administrator Bryan
City Administrator Bryan Bear met with new Metropolitan Chair Alene Tchourumoff, who
recently replace Adam Duininck after he resigned. Bryan provided Alene a brief tour of Hugo.
Following that, the Council met with Alene at 10 a.m. in the Oneka Room at City Hall.
Respectfully Submitted,
Bryan J. Bear
Administrator
City of Hugo Claims
August 21, 2017
G. 1
Vendor
Invoice
Amount Description
Department
Al Janitorial Supply
A1J27123P
$
499.50 Drain Cleaner & Degreaser - Lift Stations
Sewer Utility
Alex Air Apparatus Inc
33498
$
82.77 Air Compressor Parts & Repairs
Fire Dept
Allied Blacktop Compam
713
$
191,541.10 2017 Seal Coating Program
Street Maint Fund
AI's Coffee Company
155823
$
141.35 Breakroom Supplies
Gen Gov't Bldgs
Applewood Nurser- '
1782
$
268.70 Mulch
Parks Dept
Aspen Equipment Company
10178846
$
22.50 Parts - Unit #305
Public Works
Aspen Mils
201703
$
32.50 HFD Shirts
Fire Dept
Blue Tarp Financial Inc
362058145
$
118.98 Cord Reel & Canopy - Unit #337
Stormwater Fund
Bound Tree Medical LLC
82580529
$
822.16 Medical Supplies
Fire Dept
Century Link
651426-8763
$
61.46 911 Emergency Line
Administration
Christianson, Paul
CLAIM
$
48.20 Cell Phone Accessories
Street Dept
Cintas Corporation
5008505177
$
49.76 First Aid Supplies
Public Works
City of Roseville
223155
$
925.75 Laserfiche License
Administration
City of Roseville
223210
$
406.96 July Phone Service
Various
Ci,,y of Roseville
223185
$
4,690.92 July Computer Service
Various
Connelly Industrial Electronics
10839
$
309.63 Tech Labor - Well No. 2
Water Utility
De Lage Landen Financial Services Inc
55708494
$
311.37 August Copier Lease Payment
Administration
Earl F. Andersen
0115187 -IN
$
71.80 Private Property & No Trespassing Signs
Street Dept
Emergency Automotive Technologies Inc
25442
$
473.00 Lightbars & Labor- Unit #4216
Fire Dept
ESS Brothers & Sons Inc
XX5534
$
5,579.00 Adjustable Rings & Sealant
Stormwater Fund
Forest Lake Nava
July
$
206.78 Auto Parts and Shot: Sino lies
Various
G & K Services
July
$
481.51 Cleaning Supplies
Various
G & K Services
July
$
1,111.13 Uniform & Floor Mat Services
Various
G & K Services
July
$
665.85 Supplies & Floor Mat Services
Fire Dept
Game Time
PJI-0065850
$
104.11 Playground Hardware - Oneka
Parks Dept
Gene's Disposal Service Inc
308488
$
1,220.39 July Waste Hauling - PW Facility
Public Works
Gene's Disposal Service Inc
308488
$
148.60 July Waste Hauling - Fire Station
Fire Dept
Gene's Disposal Service Inc
308488
$
66.34 July Waste Hauling - City Hall
Gen Gov't Bldgs
Grainger
9518346367
$
31.20 Shop Supplies
Public Works
Grainger
9511870751
$
158.25 Irrigation Hardware
Parks Dept
Grainger
9515337211
$
144.20 Parts - Unit #308
Street Dept
Grainger
9517366416
$
16.60 Safety Supplies
Parks Dept
Hach Company
10521390
$
152.52 Water Testing, Supplies
Water Utility
HD Sod Inc
4755
$
22.50 Sod - Diamond Point Park
Parks Dept
Holiday Companies
74331072
$
13.22 Fuel
Parks Dept
Holiday Companies
132506248
$
14.36 Fuel
Parks Dept
Holiday Companies
83143048
$
11.93 Fuel
Parks Dept
Holiday Companies
153122308
$
9.75 Fuel
Parks Dept
Hugo Equipment Company
118072
$
43.99 Trimmer Line
Parks Dept
Hugo Equipment Company
116728
$
51.96 Parts - Unit #318
Parks Dept
Hugo Equipment Company
118385
$
46.95 Chainsaw Parts (Tree Trimming)
Street Dept
Hugo Equipment Company
118480
$
43.99 Trimmer Line
Parks Dept
Hugo Equipment Company
118014
$
1,202.39 Parts - Unit #324
Parks Dept
Hugo Feed Mill
36888-1
$
3.49 Batteries
Water Utility
Hugo Feed Mill
23291-2
$
3.49 Parts - Unit #338
Parks Dept
Huoo Feed Mill
37268-1
$
10.98 Pro; -ane Cylinders
Water Utility
Hugo Feed Mill
37698-1
$
7.99 Hardware - Well No. 3
Water Utility
Hugo Feed Mill
37882-1
$
6.49 Hardware
Public Works
Innovative Office Solutions LLC
IN1705460
$
52.30 Breakroom Supplies
Gen Gov't Bld,,-s
Innovative Office Solutions LLC
IN1703495
$
113.97 Copy Paper
Administration
Innovative Office Solutions LLC
IN1703495
$
482.41 File Folders, Labels & Legal Pads
Administration
Instrumental Research Inc
405
$
100.00 Water Bacteria Testing
Water Utility
Jefferson Fire & Safety Inc
239018
$
198.00 Fireade Foam
Fire Dept
Jimmy's Johnnys Inc
119903
$
194.00 Portable Toilet Rental - Lions Park
Parks Dept
Jimmy's Johnnys Inc
119904
$
151.00 Portable Toilet Rental - Oakshore Park
Parks Dept
Jimmy's Johnnys Inc
119905
$
151.00 Portable Toilet Rental - Oneka Lake Park
Parks Dept
Jimmy's Johnnys Inc
119906
$
127.00 Portable Toilet Rental - Beaver Ponds Park
Parks Dept
Jimmy's Johnnys Inc
119907
$
127.00 Portable Toilet Rental - Diamond Point Park
Parks Dept
Jimmy's Johnnys Inc
119908
$
127.00 Portable Toilet Rental - Frog Hollow Park
Parks Dept
Jimmy's Johnnys Inc
119909
$
508.00 Portable Toilet Rental - Hanifi Park
Parks Dept
Jimmy's Johnnys Inc
119910
$
127.00 Portable Toilet Rental - Val'ean Park
Parks Dept
Jimmy's Johnnys Inc
119911
$
127.00 Portable Toilet Rental - Arbre Park
Parks Dept
Jimmy's Johnnys Inc
119912
$
127.00 Portable Toilet Rental - Heritage Ponds Park
Parks Dept
Jimmy's Johnnys Inc
119913
$
67.00 Portable Toilet Rental - COm00st Site
Recycling
Jimmy's Johnnys Inc
119914
$
127.00 Portable Toilet Rental - McCollar Park
....... ..............
Parks Dept
Johnson/Turner
July
$
4,297.96 July Prosecution Fees iFlat Fee)
General Legal
Johnson/Turner
July
$
374.95 July Disbursements (Prosecution Costs)
General Legal
Johnson/Turner
July
$
1,779.50 July Civil Legal Fees - See Attached Breakdown
General Legal
Kath Fuel Oil Service Co.
12320094
$
3,810.22 JuIX Unleaded Gas & Diesel Purchases
Various
Page 1
City of Hugo Claims
August 21, 2017
G. 1
Vendor
Invoice
Amount Description
Department
Knife Lake Concrete Inc
8/15/2017
$
10,433.75 Misc Concrete Work
Street Dept
Knife Lake Concrete Inc
8/15/2017
$
9,636.00 Misc Concrete Work
Stormwater Fund
Knife Lake Concrete Inc
8/15/2017
$
17,458.00 Pavilion Pad - Diamond Point
Special Parks Fund
Knife Lake Concrete Inc
8/15/2017
$
14,196.00 Pavilion Pad - Victor Square
Special Parks Fund
Landform
26145
$
7,009.04 2040 Comp Plan
Planning & Zoning
Laughlin's Pest Control
12000
$
85.00 July Pest Control Service (CH;
Gen Gov't Bldgs
Lawson Products
9305129048
$
313.75 Bulk Hardware Supplies
Public Works
Lindau, Michele
CLAIM
$
44.28 Meeting Mileage
City Clerk
Loffler Companies Inc
2581172
$
253.80 Au_.ust Coiier Service Pay ment
Administration
Lubrication Technologies Inc
989459
$
100.00 Used Oil Pick Up
Public Works
Menards
58987
$
33.66 Wasp & Hornet Spray
Parks Dept
Menards
59130
$
37.50 Shop Supplies
Public Works
Menards
59130
$
48.52 Shop Tools
Public Works
Menards
59130
$
139.92 T8 Bulbs - Public Works
Public Works
Menards
58976
$
59.94 Safety Supplies
Street De;.t
Menards
58976
$
22.44 Wasp & Hornet S=,ray
Parks Dept
Menards
58976
$
39.79 Shop Supplies
Public Works
Minnesota Pipe & Ecui;.ment
383836
$
278.92 Valve Boxes
Water Utility
Minnesota Pipe & Equipment
378852
$
780.00 Kerf Box & Operating Adapter
Water Utility
OPG -3 Inc
1595
$
1,110.00 LaserfichePr6ectil/2)
Administration
Oxygen Service Company
3381225
$
21.08 Welding Supplies
Public Works
Press Publications
563224
$
31.62 City Council Special Meetings Notice
Ordinances/Proceedings
R & R Suspension
6041
$
75.00 Parts - Unit #308
Street Dept
Read_M Watt Electric
101113
$
6,420.00 Emergency Siren Inspections & Maintenance
Civil Defense
Ready Watt Electric
101114
$
6,364.71 Emergency Siren Repairs
Civil Defense
Ricoh USA, Inc
99161289
$
123.18 Copier Lease Payment
Public Works
Ricoh USA, Inc
99161289
$
7.75 Overage Charges
Public Works
Schiffman, Olivia
CLAIM
$
54.98 Mileage & Parking Fees (MN History Center)
Historical Commission
Schifsky (T.A.� & Sons Inc
61735
$
1,334.55 Aggregate & Modified Asphalt
Street Dept
Schifsky (T.A.) & Sons Inc
61772
$
739.41 Aggregate Asphalt
Street Dept
SiteOne Landscape Supply LLC
82021239
$
91.61 Utility Pump
Sewer Utility
SiteOne Landscape Supl:ly LLC
81920923
$
52.29 Irrigation Hardware
Parks Dept
Smith, Schafer & Associates
50748
$
1,000.00 2016 Audit Final Billin_:
Finance Dept
Snap-On Industrial
ARV / 33345342
$
352.48 Shop Tools
Public Works
Stabner Electric Inc
591
$
65.00 Irrigation Repairs - Hanifl
Parks Dept
Star Banners
61956
$
244.00 HFD Banners
Fire Dept
T -Mobile
870254054
$
34.88 Cellular Phone Char.�es
Administration
T -Mobile
870254054
$
1,714.64 Cellular Phone Charges
Various
Tri-State Bobcat
A34801
$
953.70 Parts - Unit #327
Street Dept
US Bank
4708799
$
450.00 Paying Agent Fees
Sinking Fund
Verizon Wireless
9789489580
$
40.02 Cellular Phone Charges
Fire Dept
Verizon Wireless
9790427923
$
636.56 Cellular Phone Charges
Fire Dept
Washington County Sheriff
125370
$
457,054.10 Police Services January - June 2017
Law Enforcement
Water Conservation Service Inc
7765
$
286.05 Watermain Leak Locates
Water Utility
WSB & Associates
June
$
38,753.41 Engineering Fees - See Attached Breakdown
Various
Yale Mechanical
183312
$
568.82 HVAC Repairs (CH)
Gen Gov't Bldgs
Total Claims for August
21, 2017
$
805 177.83
Page 2
JOHNSON,/TURNER
-
-LEGAL
August 7, 2017
City of Hugo
Attn: Ron Min
14669 Fitzgerald Avenue North
Hugo, MN 55038
Dear Ron:
Enclosed, please find our billing statements for the City of Hugo as of July 31, 2017.
Below is a summary of the matter description, subtotal and total amount due and owing
for the attached statements:
MATTER
MATTER I.D.
SUBTOTAL
Carpenter Property Purchase
12-2359-027
$285.00
Deutsche Bank Liti ation
17-2359-044
$429.75
General 2017
17-2359-043
$1,064.75
Prosecution
12-2359-024
$4,672.91
TOTAL NOW DUE:
$6,452.41
Please feel free to contact me if you have any questions regarding the billing
statements.
Sincerely,
;avid
HNSO NER LEGAL
K. Snyder
DKS/ma h
Enclosures
56 East Broadway Avenue, Suite 206 / Forest Lake, MN 55025 / p 651.464.7292 f 651.464.7348 / johnsonturnercom
FOREST LAKE / LAKE ELMO / WOODBURY / BLAINE
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Agenda Number: G.3
CITY OF HUGO
PLANNING AND ZONING
APPLICATION
STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Rachel Juba, Planner
SUBJECT: Elmcrest Investments, LLC. Request for an amendment to the
preliminary plat and PUD for "Fable Hill 4th Addition" to add 3 lots to the
preliminary plat.
DATE: August 16, 2017, for the City Council meeting of August 21, 2017
ZONING: Planned Unit Development (PUD)
DEADLINE DATE: August 25, 2017
1. PLANNING COMMISSION UPDATE:
At its August 10, 2017, meeting the Planning Commission held a public hearing and considered
the application request. There were four residents that spoke during the public hearing. Some
asked questions about the phasing of the project and questioned adding additional villa home to
the project. The developer stated that the project would happen in two phases and that the project
was approved for a number of villa homes, the amendment is asking for 3 more units. There was
a resident that asked about putting a dead end sign at the cul-de-sac to discourage people from
going down the street thinking they can get to Elmcrest Avenue. Staff stated they would discuss
with the public works department and get back to the resident. There was a resident that spoke in
favor of the application request and stated that there is not a traffic problem.
There was one email that was submitted to public record asking for another access into the
development from Elmcrest with any new approvals to the Fable Hill development. The email
further stated that there has been a lot of construction traffic in the development. Staff explained
that this phase has been approved and this is an amendment to add 3 units. The applicant was not
required to have an additional access with the approval. If the development is expanded with a
new request, an additional access would be evaluated then, but not needed for this request.
The Planning Commission was comfortable with the application request and thought it meet the
Page 2
intent of the overall PUD general plan. They unanimously recommended approval of the
amendment to the preliminary plat and PUD to the City Council.
2. DESCRIPTION OF REQUEST:
The applicant is requesting an amendment to the preliminary plat and PUD to add 3 lots to the
existing preliminary plat approval. The previous approval consisted of 46 detached villa lots 14
single family home lots for a total 60 lots. The applicant is requesting for 54 detached villa lots
and 9 single family home lots for a total of 63 lots. In 2015, the applicant final platted 26 of the
detached villa lots.
3. BACKGROUND:
In 2003, the City Council approved the PUD General Plan for Fable Hill. Since then four phases
have been developed. The first phase included 52 single family home lots and a lot split in 2009
made it 53 lots. The second phase included 24 single family home lots. The third phase included
5 single family home lots. The fourth phase included 46 detached villa lots 14 single family
home lots and modified some setback PUD standards to accommodate the detached villa home
product.
The PUD allowed flexibility on the following:
1. Minimum lot size — the PUD allows smaller lots
2. Minimum lot width — the PUD allows narrower lot widths
3. Reduced Setbacks — the PUD allows reduced front, side, and rear yard setbacks
The developer is requesting the amendment to the forth phase to include 63 lots, where 60 lots
were previously approved.
4. CONTEXT:
A. Surrounding land Use and Zoning
The properties to the north and west are zoned Single Family Detached Residential (R-3) and are
occupied by single family homes. The properties to the south are zoned PUD and are occupied by
single family homes in the Fable Hills development. The property to the east is zoned Large Lot
Single Family Residential and is the City owned Clearwater Creek Preserve Park.
B. Natural Characteristics of Site
The site is rolling terrain including some trees along the edges, with pockets of wetlands. The site
has been previously rough graded.
Page 3
5. ANALYSIS:
C. Level of Discretion in Decision Making
The City's discretion in approving or denying a preliminary plat is limited to whether or not the
proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it
meets these standards, the City must approve the preliminary plat.
The City has relatively high level of discretion in approving PUD amendments. A PUD
amendment must be consistent with the City's comprehensive plan. The City may impose
reasonable requirements in a PUD amendment not otherwise required if the City deems it
necessary to promote the general health, safety, and welfare of the community.
D. Consistency with the PUD and Ordinance Standards
Preliminary Plat and PUD
There are minor revisions to the plan that include 3 additional units and a slight shift of Fable
Hill Road North, adjusting it to the south. The development is required to meet all of the
conditions from the previously approved preliminary plat and PUD. The proposed plans meet
the intent of the previously approved preliminary plat and PUD.
The 63 homes proposed by the developer will result in a net density of 2.49 units per acre. This is
less than what would be allowed in a straight zoning single family development (3-4 units per
acre) and what would be allowed with a PUD (Up to 4 units per acre). The density is consistent
with City requirements.
Grading and Stormwater Management
The grading for the site was partially completed with the previous phases of development. There
will be an expansion of an existing pond on site. The pond has an outlet to the east that drains
into Clearwater Creek Preserve Park that has caused some flooding. The City is working with the
development team to correct this problem.
Park Dedication
The remaining lots will be required to pay the full park dedication fee of $88,800 (37 lots x
2,400).
6. CONCLUSION:
The site is currently within the Fable Hills PUD and the plan layout maintains a development
pattern that complies with the approvals for the Fable Hill PUD.
Page 4
Staff has reviewed the PUD amendment and preliminary plat for consistency with the standards
outlined in the City Code and finds that the application is consistent with all the standards, except
as outlined in the report and included as recommended conditions.
7. STAFF RECOMMENDATION:
Staff recommends approval of the amendment to the preliminary plat and PUD, subject to the
conditions listed in the resolution.
8. PLANNING COMMISSION RECOMMENDATION:
The Planning Commission was comfortable with the application request and thought it meet the
intent of the overall PUD general plan. They unanimously recommended approval of the
amendment to the preliminary plat and PUD to the City Council.
ATTACHMENTS:
1. Resolution Approving the Amendment to the Preliminary Plat and PUD
2. Previously Adopted Resolution 2015-29
3. Location Map
4. Engineers Memo dated July 31, 2017
5. Applicants Narrative
6. Email from Resident
7. Previously Approve Preliminary Plat
8. Proposed Preliminary Plat Graphics, dated June 26, 2017
9. Building Elevations
RESOLUTION 2017 -
APPROVING AN AMENDMENT TO THE PRELIMINARY PLAT AND PUD FOR
ELMCREST INVESTMENTS, LLC, FOR "FABLE HILL 4TH ADDTION" ON
PROPERTY LOCATED EAST OF ELMCREST AVE NORTH OF FABLE HILL
PARKWAY
WHEREAS, Elmcrest Investments, LLC, has requested approval of a PUD Amendment and
preliminary plat to add 3 lots to the preliminary plat property legally described as follows:
Outlot C, Fable Hills 4th Addition
WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public
Hearing and recommends approval, and;
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HUGO, MINNESOTA, that it should and hereby does approve the request by Elmcrest
Investments, LLC, for an amendment to the preliminary plat and PUD, subject to the following
conditions:
1. A preliminary plat is approved to allow the creation of 54 villa units and 9 single family
homes, in accordance with the plans and application received by the City on June 26, 2017,
except as amended by this resolution.
2. The development shall comply with the Fable Hill PUD standards in Resolution 2002-40 and
2015-29, as amended.
3. The applicant shall comply with all conditions in the City Engineer's letter dated May 6,
2015 and July 31, 2017.
ADOPTED by the City Council this 21 St Day of August 2017
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
RESOLUTION 2015-29
APPROVING A PUD AMENDMENT AND PRELIMINARY PLAT FOR ELMCREST
INVESTMENTS, LLC, FOR "FABLE HILL 4TH ADDTION" ON PROPERTY
LOCATED EAST OF ELMCREST AVE NORTH OF FABLE FALL PARKWAY
WHEREAS, Elrncrest Investments, I..LC, has requested approval of a PUD Amendment and.
preliminary plat to allow a subdivision for 60 lots and on the 32.3 acre property legally described
as follows:
Outlot A, Fable Hills Yd Addition
WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public
Hearing and recommends approval, and;
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HUGO, MINNESOTA, that it should and hereby does approve the request by Elmcrest
Investments, LLC, for a PUD amendment and preliminary plat, subject to the following
conditions;
A preliminary plat is approved to allow the creation of 46 villa units and 14 single family
homes, in accordance with the plans and application received by the City on February 11,
2015,and revisions received May 1, 2015, except as amended by this resolution.
2. The development shall comply with the Fable Hill PUD standards in Resolution 2002-40, as
amended.
3. The applicant shall comply with all conditions in the City Engineer's letter dated May 6,
2015.
4. The applicant shall provide staff with the homeowner association documents for review and
approval. The documents shall include language to ensure architectural review and
development sign maintenance.
5. The setbacks for the development shall be as follows:
Setback
i
Propose
House Setbacks:
15 feet
Front yard
Side yard — facing street
15 feet
Side yard — interior
5 feet
Rear and
25 feet
Garage Setbacks:
Front yard - &arage door side
25 feet
Front yard — non -door side
15 feet
Resolution 2015-29
Page 2
Side
Side
Rear
door side
— non -door side
-- n6n-door side
Setback around site perimeter (exterior property
Setback from OHW of Clearwater Creek
5 feet
.5 feet
30 feet
50 feet
6. Outlot A and B will be used for stormwater management and will be dedicated to the City.
Outlot C will include a portion of a wetland and will be dedicated to the City.
7. A minimum of two parking stalls shall be provided for each lot. The minimum length of each
driveway shall be 22 feet.
8. Right-of-way for public streets shall be 50 feet wide.
9. The public streets shall be 28 feet wide face of curb to face of curb.
10. The applicant shall install improvements to the park (Outlot A, Fable Hill) as shown on the
plan dated May 8, 2015, and approved by the Parks Commission at its May 13, 2015,
meeting. The approval includes improvements to the park in lieu of a park dedication fee for
the first phase .of 26 lots. The estimated cost of the improvements will be $77,472, which is
approximately $15,000 more than the required park dedication fee .for the first phase. The
required park dedication fee (currently $2,400 per lot) shall be paid for all lots platted in
subsequent phases.
11. The park (Outlot A, Fable Hill) improvement shall be completed with the first phase of the
development, along with the roadways and utilities.
12. The development shall comply with the Fire Chief s requirements regarding fire flow
calculations, the location of fire hydrants, fire department connections, and fire lane signage.
13. The applicant shall correct the building locations for lot 13 and 14, block 2, to ensure the
required sewer pipe clearance is met.
14. The location for the development signs shall be reviewed and approved by staff.
a. The signs shall comply with ordinance standards in place at the time of permit
application.
b. Signage is proposed two private lots, the applicant will be required to provide a sign
easement.
c. The sign shall be installed and paid for by the applicant and the home owners
association shall be responsible for all sign maintenance, including landscaping.
15. Exterior lighting shall be consistent throughout the development. The developer shall
comply with the City standards for street lighting within the public right -of. --way and
match the existing decorative lighting in the Fable Hills development.
Resolution 2015-29
Page 3
16. The location and species of all landscaping materials within the development are subject
to further review and approval by the City staff. Two overstory shade trees are required
for each .lot.
17. An 8 -foot wide bituminous trail shall be provided along the west side of Fable Hill Road.
The construction will be completed during each corresponding final plat. The applicant
shall provide a grading plan showing the location of trails. There shall be a buffer
between the trail and back of street curb and a buffer between property lines and the trial.
Staff will continue to work on the location of the trail and shall review and approve the
location prior to installation.
18. An 8 foot wide bituminous trail connection to Clearwater Creek Preserve Park shall be
constructed with the first phase. The exact location and grading plan for the trail
connection to Clearwater Creek Preserve Park shall be reviewed and approved by staff
prior to installation.
19. The applicant shall provide detailed drawing and plans for the retaining walls for review
and approval by staff.
20. The following conditions shall be met prior to release of the final plat for filing:
a. The plat shall comply with the City's street naming system, except as otherwise approved
by the City Council. Staff will continue to work with the applicant on the street names.
b. The applicant shall enter into a development agreement for each phase of development,
shall agree to complete all improvements, and pay all fees as required by the agreement.
21. The following conditions shall be met prior to issuance of building permits:
a. The applicant shall record the final plat, development agreement and all other
documentation at Washington County and provide the City with proof of recording.
ADOPTED by the City Council this 1 st Day of June, 2015
Tom Weidt, Mayor
ATTEST:
zllxs�
Michele Lindau, City Clerk
N
Fable Hills 4th Addition Site a
Amendment to the Preliminary Plat and PUD p w-- . E
S
July 31, 2017
Mr. David Hempel
Construction Coordinator/Project Manager
Westwood Professional Services
7699 Anagram Drive
Minneapolis, MN 55344
Re: Preliminary Plat and PUD Review
Fable Hill 4th Addition
WSB Project No. 1904-78
Dear Mr. Hempel:
477 Temperance Street I St. Paul, MN 55101 1 (651) 286-8450
We have reviewed the preliminary PUD site plan submittal and drainage analysis for the above -
referenced project. In particular, we have reviewed the following plans related to this particular request:
• Plan Set (9 sheets) dated June 26, 2017, prepared by Westwood
• Preliminary Stormwater Runoff Narrative dated July 12, 2017, prepared by Westwood
Based on the review of the application materials, we offer the following comments related to this
application.
General
1. Final plat will require project specifications which include all current applicable City standard
details and reference the most recent edition of the City's general specification, MnDOT Standard
Specifications for Construction, and the City Engineer's Association of Minnesota Standard
Specifications.
2. Provide the utility, grading, and street profile plan updates as requested in the red -lined plans
attached to this memo.
Utility Plan
3. The watermain is shown as approaching the right of way line at several locations along Fable
Road North. Consider modifying the location of sanitary manholes to allow for the watermain to
be shifted more into the roadway at the following locations:
a. In front of Lot 15 Block 3
b. In front of Lot 3 Block 3
4. Provide a plan sheet (not as part of the construction set) that shows a 250' range from each
proposed hydrant location to demonstrate coverage. Provide additional hydrants throughout the
development where minimum fire protection requirements are not met.
5. There are a few conflicts where catch basins are conflicting with the watermain location. Confirm
that the structure depths do not conflict with the watermain or modify the watermain layout at the
following locations:
a. Between Lots 12 & 13 of Block 3
b. Between Lots 2 & 3 of Block 3
Building a legacy —your legacy.
Equal Opportunity Employer I wsbeng.com
K101804-780 Adm1nQ0"XLTR-d hempel-FebleHiMth PP 07 31 17.d—
Mr. David Hempel
July 31, 2017
Page 2
Grading, Drainage. and Erosion Control Plan
6. Provide additional drainage/utility easements to accommodate proposed drainage swales;
a. Lots 1-3 Block 1
b. Lots 1-2 Block 2
7. Provide a drainage easement for the Fable Road North EOF located on Lot 5 of Block 4.
8. Provide the natural EOF elevation for Lot 4 of Block 1. Verify if compliant with adjacent low floor
elevation.
9. The City requires 3 feet of freeboard between the lowest building opening and the 100 -year HWL.
The City/Watershed District requires 2 feet of freeboard between the lowest building floor
elevation and the 100 -year HWL. Provide the HWL for the previously constructed pond (Outlot A),
and ensure freeboard requirements are met for all adjacent lots in Block 3.
Street Profiles / Details
10. Design vertical curves to meet 30 mph design speed for stopping sight distance. Specifically,
confirm that the sag curve at station 28 on Fable Road North meets the design speed
requirements.
11. Curb type shall be the Modified S design shown on the Hugo detail.
Stormwater Management
12. Label the location and provide the invert of the Filtration Pond outlet pipe on the plans. What
happens to the outlet flow at this location? The City owns the adjacent land to the east, and there
is an existing trail near the property line (running N -S along Clearwater Creek) that is currently
being inundated by runoff from this existing basin. The City will require that discharge from the
Filtration Pond outlet pipe does not flow overland across the trail. A culvert crossing may be
necessary to correct this problem.
13. Provide a detail of the revised Filtration Basin's outlet control structure.
14. Clarify the function of Device #6 in Pond 10P: Revised Pond with Filtration in the HydroCAD
model. What happens at the weir elevation of 922.50? The plans show the riprap overflow at
923.50.
15. Time of concentrations typically include a maximum limit of 150' for sheet flow. Generally, runoff
becomes concentrated after this distance, and should be modeled as shallow concentrated flow.
Revise the following time of concentrations in the HydroCAD model to reflect this limit:
a. Existing Subcatchment 8S
b. Existing Subcatchment 10S
c. Proposed Subcatchment 9S
Wetlands
16. Provide an electronic shapefile to confirm the most recent wetland delineation.
17. No wetland impacts are proposed as part of the Phase 4 improvements.
We will continue to work with the developer to address technical design and other minor issues related to
the project as the project moves forward.
Thank you for the opportunity to provide comments on this project. If you have questions, please do not
hesitate to contact me at 651-286-8463.
K101904.7301AdmAD—c LTR -d hempel-FebleH1114th PP 07 31 17.dom
Westwood
Memo
Date: June 26, 2017
To: Rachel Juba, City Planner, City of Hugo
From: David Hempel, Westwood Professional Services
1BY
JUN 2 6 20ii
:l- 17-0146
7699 Anagram Drive
Eden Prairie, MN 55344
(952) 937-5150
-ax (952) 937-5822
Re: Project Narrative — Fable Hills PUD Amendment and Preliminary Plat — Fable Hills 5`" Addition
Executive Summary —
Request PUD Amendment to remaining development of Fable Hills PUD. This request corresponds
with market demand for the villa style dwelling currently being constructed in Fable Hills. As a
result, the PUD Amendment proposes replacing 5 single family lots, in the future phases, with 7 villa
style units and alter a short segment of the street, specifically curvature which improves sight lines.
Enclosed is an application for a PUD Amendment and Preliminary Plat for the remaining phases of
Fable Hills. If you have any questions, please feel free to contact me.
Grading and Drainame —
The grading for the site was partially completed with previous phase/s of Fable Hills. Only minor lot
grading is anticipated for this street and lot configuration and expansion to the existing pond. No
impacts to the existing wetlands are proposed.
Storm water management will follow the original PUD plan for Fable Hills. Detailed drainage and
ponding data will be provided with the final plat submittal for the city/watershed to review and
approve.
Utilities —
Sanitary Sewer and Water mains will be extended in accordance with the previous utility plans. Only
changes will be providing additional services for the additional lots.
Streets -
The street configuration follows the previously approved PUD with the exception to the sharp curve
along lots 6-10, Bk 3 of the previous preliminary plat of Fable Hills Fourth Addition. The PUD
Amendment proposes to lessen the curvature of the street in this area which will improve sight lines.
Multi -Disciplined Surveying & Engineering
TBPLS Firm No. 10074302 wes` wood p&co'
June 26, 2017
Page 2
Landscaping -
Landscape will follow the previously approved PUD with similar number of trees per lot and species
as permitted by city code. Final landscape plans will be provided with each final plat.
Lot Phasin -
It is anticipated that the remaining development area will be platted in two phases (5t` & 6th). The
Fifth Addition is anticipated to have 21 villa lots final platted after approval of the PUD
Amendment.
Rachel Juba
From:
Lee Rodel <LRODEL@comcast.net>
Sent:
Tuesday, August 08, 2017 8:24 PM
To:
Rachel Juba
Cc:
Gilbert Igo; John Strickland; Art and Jan Anderson; Dan/Linda Haus
Subject:
Fable Hill 4th Addition
Hi Rachel,
I noted in reviewing the information packet for the upcoming 8/10/17 Planning Commission meeting a request
to Amend the Preliminary Plat and PUD for Fable Hill 4th Addition.
I and other current Fable Hill homeowners are supportive of the further development of the Fable Hill area and
have no issues with the proposed amendment. However, I would request that approval of any such amendment
and approval of any future development of the Fable Hill 4th Addition be contingent on the existence of a
separate construction entrance to the Fable Hill 4th Addition area from Elmcrest Ave to the northwest.
I and many Fable Hill homeowners have lived in Fable Hill for ten years now and have had to deal with on-
going construction traffic coming into and out of the neighborhood at the Fable Hill main west entrance off
Elmcrest and proceeding through the neighborhood on Fable Hill Parkway. A number of years ago we were
assured by the developer (Len Pratt) that he was in advanced negotiations to arrange for the construction
entrance to/from Elmcrest Ave using what is called "Street 1" on the approved plat. We were lead to believe
that such an entrance was imminent. Well, 3-4 years later we see no evidence of a construction entrance. It is
well passed the time when such a construction entrance is necessary.
Again, my request would be that any approvals to advance future Fable Hill development be made only on the
condition that there be a separate construction entrance before such development and home building is initiated.
Thank you.
Lee Rodel
4485 Fable Hill Parkway North
Hugo, MN 55038
Email: Irodel@comcast.net
Tel: 651-330-8429
R
PRELIMINARY PLAT OF -
FABLE HILL FOURTH ADDITION
OUTLOT A, FABLE HILL THIRD ADDITION,
t4otABDe MAwN Ia]sm SECTION 30, TOWNSHIP 31 NORTH; RANGE 21 WEST,
]00112100` WASHINGTON COUNTY, MINNESOTA
taRTKAST `°BIER! PARCEL
--- � DJROT
/
xw �M. w9RiR� �Li. UNE DATA
I 16299 I 17660 I C1 55.00' 59.35' 56.51 061'49'39' Elx9cxT 14,cix mnccnw
10 IF OF
19866 \ / - C2 55.00' 47.55' 46.08 049'32'13' LI 50.59 S 32'14'43' E
/ - C3 55.00' 23,74' 23.56 024'44'01" L2 64.70 S 07.26'44' V
✓3F
BLOBS BL
13 C4 // � //-'� � J// J////" •,� � / / C4 55.00' 45.05-1 43.80 04fi'S5'S9' L3 72.60 S 01'11110' W
1, 1' ( / / / /'�/ //�gy{ 8 �tp,9n CS 55.00 50.88' 49.09 053'00'55" L4 86.74 S 13'20'13' E
' / 'I, 1441 / 1``)) // C6 SSAO' 51.55' 49.68 053'41'53' LS 44.72 S 01.06'49' E
I \ / " (BF 11\ --SIL / ) ( L6 35.64 S 32.14'43' E
C7 225.00' 19.77' 19.76 005'02'03"
C8 225.00' 61.08' 60.89 015'33'12" L7 46.99 S 32-14'4323'35.58 E
C9 225.00' 63.90' 63.68 016'16'19' LB 43.62 S 23'35.58` E
\ 9F CIO 225.00' 17.65' 1764 004'29'36" L9 59.52 S 22'21'06' E
y / �`'•. \ % 8 /! \ / ..CII 225.00' 21.14' 21.14 005'23'03' LIO 6520 S 22'21'08' E
��.,/0.. �, 9 /\ I' C7 L71 51.13 S 59.19'13' E
/[\ IV _. 1 / � <,7; _ 1 1 / 1 _ / 4 2 225.00' 67.22' 66.97 017'07'D5"
_....�/ / 1�\� '^C.�' tl/ /\ f \, C13 225.00 62.03' 61.83 015'47'46" L12 26.77 S 32'14'43' E
L13 37.87 S 58'01'48' E
❑ ' + \/> / ` 1 *) / ( OVTLOT A C14 225.00- 66.02' 55.]8 016'48'41•.
2 \ �/ j��. L\ j \� to/- eCeEs R L14 45.78 S 80.52'21' E
BF I 18076 > 4 /\ /\\ 4 ,t, /'��\ \ C15 225.00' 20.32' 20.32 005'10'31" LI5 67.12 S 62.41'04' E
J 'J\\ `l8 \ 7 / /1 \\l// = C16 20,00' 27.32' 25.24 07BIT25'
B /i/ BL I( }�p9 47971" 1 // 1x379 / /( SWD9 m L16 29.85 S 86.07'10' E
EF
j /; tli' �.�/ Yf/ `� / C77 175.00' 24.90' 24.87 008TJ9'04'
�^ 1. l09W ! $ ,,11yyJ : /-t '\////' r n LI7 47.40 S 71.37'26' E
60971 `�.+ } \ ^ Z L78 775.00' 61:69' 61.37 0?0'11'52 L18 I47.05 S 69.52.26' E
um
CIO 175.00' 8.53' 8.53 002'47'37' L19 143.15 S 89'52.26' E
8F
-1,✓ \ i C20 425.00' 43.03 43.01 D05"48'01" L20 55.38 S 86'13'4B' E
C21 425.00' 20.00' 20.04 ) 002'41'47"
/ ISF
y � /yI
sY .✓
I
w, 2 ,i NE mRlae.>.., _ _ -a4,,p, -y
LOT 3. BLOCK
\`/\ "',� FI�BLE KILL TXIRO
. AOOITION S125]'36'E
+t. BL"',`;.%
4
31 `�
X-7
taz4o0z] I $364 8F
Yr,�1G
HILL
\d'�G'�-A 4 la4.s 1619
PARCEL CURVE DATA
5 87'39'38" W
5 31'58'42' W
5 05'08'25" E
5 57'10'28' E
N 72'51'09' E
N 19'29'40" E
M 53'05'74" E
N 42'47'56" E
N 2fi'S311" E
N 16'3014 E
N 1133'55' E
N 00'18'51" E
N 16'08'34" W
N 32'2fi'48' W
N 4}'28'24' W
5 06'53'67' E
N 28'09'14" E
N 17'58'46" E
N 02'29'01" E
N 01'48'48' W
N 067)3'42' W
N 01'55'41" W
N 05'08'27' W
N 16'31'42" E
N 44'51'45' E
N 84'08'11' W
N 211
ORIENTATION OF THIS BEARING
SYSTEM IS BASED ON THE WASHINGTON
COUNTY COORDINATE SYSTEM (NAD 83/1986)
DRAWN BY: DJW
SURVEYED BY: TZ
CHECKED BY: RH
SURVEY TEAM
I, 99696 �
E
0 /- OT B 9
c3+F A11E9 1
F "'
3
. ll
]11D3121JIWMY W4'231 "'�\
REVISIONS
C22
' C25
T C26
� t
lid C27
8P I BF C21
C29
i � C30
C31
16A46 C33
- ME12.
OF
X
`
100
40.19'51' E
0
100
..
I
scale
50
GLE FAMII.Y: TOTAL -19
feet
L34
161,76 N 71'14.58' W
1
33.87 I S 32.14.43' E
ORIENTATION OF THIS BEARING
SYSTEM IS BASED ON THE WASHINGTON
COUNTY COORDINATE SYSTEM (NAD 83/1986)
DRAWN BY: DJW
SURVEYED BY: TZ
CHECKED BY: RH
SURVEY TEAM
I, 99696 �
E
0 /- OT B 9
c3+F A11E9 1
F "'
3
. ll
]11D3121JIWMY W4'231 "'�\
REVISIONS
C22
' C25
T C26
� t
lid C27
8P I BF C21
C29
i � C30
C31
16A46 C33
- ME12.
OF
`
40.19'51' E
L89
C34GIFap
..
45'
DISTANCE TD
sE
1965
-'kR9'DY36'E
PARCEL
UNE DATA
uacRT Infix Rm2TIw
L6125.05 N 6971'20' E
Lfi2 53.08 S 60'49'44' E
L63 58.10 S 81'43'52' E
L64 41.56 S 48.01'07' E
L65. 5L56 S 65.49'29' E
L66 45.75 S 80'06'43' E
L67 43.87 S 67'55'07' E
L68 35.32 �14 L69497 L70 27
L71 6154 (S 68'11'41' E
L72 37.50 I S 47'09'11' E
L73 28.65 S 32'14.43' E
77
so
Prev i ausl� lr4pprvveD
7'56' W
N 08'50'37" E
N 16'57'22' E
N 30'48'05' E
N 48'47'44" E
S 25'38'57' E
N 77'07'41" E
5 34'03'38" E
PARCEL
LINE DATA
SLG4rt LENGix wM:Cimt
L21 41.72 S 65'55'18' E
L22 27,08 N 50'19'45' E
L23 29.68 N 87.26'51' E
L24 138.98 S 89'5226' E
L25 83.48 S 89'5226' E
L26 42.96 N 87.26'51' E
L27 30.28 N 65.57.33' E
1-28 44.31 N 81'45'18' E
L29 35.94 N 77'55'15' E
L30 57.68 S 89'52'26' E
L31 77.10 S 89'52'26' E
L32 35.49 N 66'51'
`
40.19'51' E
L89
63.74 N 84'00'46' E
..
45'
DISTANCE TD
sE
1965
-'kR9'DY36'E
PARCEL
UNE DATA
uacRT Infix Rm2TIw
L6125.05 N 6971'20' E
Lfi2 53.08 S 60'49'44' E
L63 58.10 S 81'43'52' E
L64 41.56 S 48.01'07' E
L65. 5L56 S 65.49'29' E
L66 45.75 S 80'06'43' E
L67 43.87 S 67'55'07' E
L68 35.32 �14 L69497 L70 27
L71 6154 (S 68'11'41' E
L72 37.50 I S 47'09'11' E
L73 28.65 S 32'14.43' E
77
so
Prev i ausl� lr4pprvveD
7'56' W
N 08'50'37" E
N 16'57'22' E
N 30'48'05' E
N 48'47'44" E
S 25'38'57' E
N 77'07'41" E
5 34'03'38" E
PARCEL
LINE DATA
SLG4rt LENGix wM:Cimt
L21 41.72 S 65'55'18' E
L22 27,08 N 50'19'45' E
L23 29.68 N 87.26'51' E
L24 138.98 S 89'5226' E
L25 83.48 S 89'5226' E
L26 42.96 N 87.26'51' E
L27 30.28 N 65.57.33' E
1-28 44.31 N 81'45'18' E
L29 35.94 N 77'55'15' E
L30 57.68 S 89'52'26' E
L31 77.10 S 89'52'26' E
L32 35.49 N 66'51'
40.19'51' E
L89
63.74 N 84'00'46' E
GLE FAMII.Y: TOTAL -19
29' E
27.53 S 81'07'37' E
L34
161,76 N 71'14.58' W
1
33.87 I S 32.14.43' E
L75
52.15 S 67.57'08' E
L76
111.32 S 44.51'33' E
L77
18.70 S 55.36.35' V
L76
16.70 N 55.36'35' E
L79
29.52 N 14'15'26' E
LBO
29.52 S 19.15'26' W
PARCEL
UNE DATA
L81 728 N 01'05'13' E
L82 728 N 01'05'13' 7-
L83 51.94 S 83'56'18' W
L84 33.79 S 89.00.36' E
55 133.15 N 55.15'57' E
L86 MOBS' N 41.47'33' E
L87 110.53 S 57.41'47' E
LBB 290.081S
40.19'51' E
L89
63.74 N 84'00'46' E
GLE FAMII.Y: TOTAL -19
29' E
27.53 S 81'07'37' E
L34
161,76 N 71'14.58' W
L35
16951 S 71.36'21' E
L36
68.96 S 23.51'45' E
L37
29.29 S 54.58'40' E
L3B
31.03 S 39.25'27' E
L39
43:26 S 18'25'24' E
L40
312.24 $ 33'02'20' E
� �'- `=� 1 �" VILLA LOT SINGLE FAMILY
DETAIL LOT DETAIL -
'/''+. 25FRONT
GARAGE -
¢C' ^]W]tE1420W9 SETBACK
4 C: >
4_7<j?• 15' FRONT SETBACK
<t--- 15' FRONT D&U
t-�-cD.z3z.9D 15' FRONT D&U EASEMENT
cb"n�T•v EASEMENT I
lalfi"�0•4vzz' LOT NUMBER
��1Eu IDU949 LOT AREA
� LOT NUMBER
(SQUARE FEET) LOT AREA la
5' SIDE SETBACK (SQUARE FEET) OF
I
40.19'51' E
L89
63.74 N 84'00'46' E
f
NOTES
PARCEL 1. THE PROJECT AREA FALLS W1THIN ZONE X AS
UNE DATA SHOWN ON THE FIffivt 27163COI19E, WITH AN
EFFECTIVE DATE OF FEB 3, 2010.
Lucm NacT� ZONE X IS AN AREA DETERMINED TO BE
208.99 S 11'56'42' E I OUTSIDE OF THE 0.296 ANNUAL CHANCE
FLOODPLAIN. '
23.86 S 16'51'40' E
39.15 5 40.18.11' E 2.OVILOT A AND B INTENDED FOR USE AS A
30.E S 09'21.32' W RETENTION POND.
50.35 S 40.29'35' V
108.75 S 24.23'57' W � PROPERTY OWNERS/DEVELOPER:
96.67 5 39.16'13' V ELMCREST INVESTMENTS, LLC
5330 S 69'43.06' W 3500 WILLOW LAKE BLVD
40,96 S 44"40'36' W ' VADNAIS HEIGHTS, MN 55110
36.82 N e2•47'25' W NAME OF SURVEYOR/DESIGNER:
37.03 N 70'36'17' E
196.08 5 87'53'36' E DENNIS 1. WARNER, LTC. N0.92656, SEH
1200 25TH AVE SOUTH
27.93 S 85'39'48' E ST. CLOUD, MN 56301
39.25 N 69.11'20' E
8215 N 3]•0]'45' W SETBACKS
59.31 N 70.17'24' W
HOUSE SETBACKS:
35.24 S 33.15.12' E
90.44 S 57.37.33' E FRONT YARD MIN. SETBACK- 15 FENT
75.59 N 69.11.20' E SIDE YARD FACING STREET-15
PEST
SIDE YARD INTERIOR=S FEET
68.58 N 69'11'20' E REAR YARD -25 FEET
GARAGE SETBACKS:
FRONT YARD GARAGE DOOR SIDE. 20 FEET
FRONT YARD NON GARAGE DOOR SIDE= IS FEET
SIDE YARD GARAGE DOOR SIDE=25 FEEL'
SIDE YARD NON DOOR SIDE -5 FEET
REAR YARD -25 FEET
SETBACK AROUND 5118 PERIMETER (EXTERIOR
PROPERTYLINES)=30 FEET
ROAD RIGHT OF WAYS0
,0.
PROJECT LOCATION
0.
VICINITY MAP
(NOT TO
GLE FAMII.Y: TOTAL -19
PHASE 5 TOWNHOMES: TOTAL - 20
5' SIDE D&U EASEMENT
5' SIDE
SETBACK
I
5' SIDE D&U
EASEMENT
-
25' REAR SETBACK
25' REAR SETBACK
10' REAR D& U EASEMENT -
10' REAR EASEMENT
f
NOTES
PARCEL 1. THE PROJECT AREA FALLS W1THIN ZONE X AS
UNE DATA SHOWN ON THE FIffivt 27163COI19E, WITH AN
EFFECTIVE DATE OF FEB 3, 2010.
Lucm NacT� ZONE X IS AN AREA DETERMINED TO BE
208.99 S 11'56'42' E I OUTSIDE OF THE 0.296 ANNUAL CHANCE
FLOODPLAIN. '
23.86 S 16'51'40' E
39.15 5 40.18.11' E 2.OVILOT A AND B INTENDED FOR USE AS A
30.E S 09'21.32' W RETENTION POND.
50.35 S 40.29'35' V
108.75 S 24.23'57' W � PROPERTY OWNERS/DEVELOPER:
96.67 5 39.16'13' V ELMCREST INVESTMENTS, LLC
5330 S 69'43.06' W 3500 WILLOW LAKE BLVD
40,96 S 44"40'36' W ' VADNAIS HEIGHTS, MN 55110
36.82 N e2•47'25' W NAME OF SURVEYOR/DESIGNER:
37.03 N 70'36'17' E
196.08 5 87'53'36' E DENNIS 1. WARNER, LTC. N0.92656, SEH
1200 25TH AVE SOUTH
27.93 S 85'39'48' E ST. CLOUD, MN 56301
39.25 N 69.11'20' E
8215 N 3]•0]'45' W SETBACKS
59.31 N 70.17'24' W
HOUSE SETBACKS:
35.24 S 33.15.12' E
90.44 S 57.37.33' E FRONT YARD MIN. SETBACK- 15 FENT
75.59 N 69.11.20' E SIDE YARD FACING STREET-15
PEST
SIDE YARD INTERIOR=S FEET
68.58 N 69'11'20' E REAR YARD -25 FEET
GARAGE SETBACKS:
FRONT YARD GARAGE DOOR SIDE. 20 FEET
FRONT YARD NON GARAGE DOOR SIDE= IS FEET
SIDE YARD GARAGE DOOR SIDE=25 FEEL'
SIDE YARD NON DOOR SIDE -5 FEET
REAR YARD -25 FEET
SETBACK AROUND 5118 PERIMETER (EXTERIOR
PROPERTYLINES)=30 FEET
ROAD RIGHT OF WAYS0
,0.
PROJECT LOCATION
0.
VICINITY MAP
(NOT TO
GLE FAMII.Y: TOTAL -19
PHASE 5 TOWNHOMES: TOTAL - 20
.00 FEET
SCALE)
SECTION 30, TOWNSHIP 31 NORTH, RANGE 21 WEST,
WASHINGTON COUNTY, MINNESOTA
LEGEND
• DENOTES FOUND MONUMENT CULVERT
O DENOTES SET 5/8" REBAR W/ CAP, s'corrroDR
LIC. N0. 42656 1'corrrouR
X DENOTES COMPUTED POSITION PROPOSED BOUNDARY
TOTAL PLAT ACREAGE: 32.3+/- ACRES PROPOSED RIGHT OF WAY
LOT LINE
TOTAL AREA OF WETLANDS WITHIN PLAT= 7.0+/- ACRES SECTION LINE
TOTAL ARRA OF RIGHT OF WAY WTIHINPLAT=3.6 +/-ACRES _ UTDITY EASEMENT (D&U)
ZONING: PUD (PLANNED UNIT DEVELOPMENT) SETBACK LINE (SH)
NUMBER OF UNITS IN PROPOSED SUBDIVISION DENOTES WETLANDS
PHASE 4 TOWNHOMES: TOTAL - 26
PHASE 5 SIN
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 87 ME OR UNDER M7
DIRECT SUPERNSION AND THAT AM A DULY LICENSED LAND SURVEYOR
UNDER THE LAWS OF THE STATE OF MINNESOTA. HUGO,
`L PHONE: 320.229.4300
DENNIS
SEH
GLE FAMII.Y: TOTAL -19
PHASE 5 TOWNHOMES: TOTAL - 20
J. WARNER, L.S. 1200 25TH AVENUE SOUTH MINNESOTA
5T. CLOUD, MN 56301-1717
Dole: 05/08/2015 - Lic, ND, 42656 wwwsehinccam
11111
PRELIMINARY PLAT FOR:
I FILE N0. I
ELMCREST INVESTMENTS, LLC ELMCR 130939 ,,
4
o 2017 Westwood Professional Services, Inc.
for
u
bmitt
Preliminary Plat, Grading,
and Landscape Plans
for
Fable Hill 4th Addition
Hugo, MN
Prepared for:
El crest Investments, LLC
3500 Willow Lake Road
Vadnais Heights, Minnesota 55110
Contact: Len Pratt
Phone: 651-429-8032
Prepared by:
Westwood
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com
Westwood Professional Services, Inc.
Project number: 0010423.00
Contact: David Hempel
Utilities, Streets,
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
PRELIMINARY PLAT
4
PRELIMINARY PHASING PLAN
5
PRELIMINARY GRADING, DRAINAGE, AND EROSION
CONTROL PLAN
6
PRELIMINARY UTILITY
7
STREET PROFILES
8
PRELIMINARY LANDSCAPE PLAN
9
PRELIMINARY LANDSCAPE NOTES & DETAILS
10
DETAILS
Vicinity Map
b • �C
FABLE HILL CT
(Not to Scale)
NO. DATE REVISION SHEETS
Preliminary PUD Plans
for
Preliminary Plat, Grading, Utilities, Streets,
and Landscape Plans
for
Fable Hill 4th Addition
Hugo, MN
Date: 06/26/17 Sheet: 1 of 9
0010423CVP01.d
a
F�%
A
F P
(Not to Scale)
NO. DATE REVISION SHEETS
Preliminary PUD Plans
for
Preliminary Plat, Grading, Utilities, Streets,
and Landscape Plans
for
Fable Hill 4th Addition
Hugo, MN
Date: 06/26/17 Sheet: 1 of 9
0010423CVP01.d
94L'
�940�
C>
�
O %
934
o �
928-
77
28 7
940 J ^ry • 930
934 1 < Q ,J1� I ��— �J
93s 93�
936 1
g38
- /
_V 0
95�_ 9
A
946 \ I ` all, 922
'C, (�
�l rn rn �
O��lb 924�-
1 ail, \ 190.99
SaOo 30, 34» W
1
\ 948 r r l \ \
11-
-� � \ 926
A
/ r .` ` � aI / N-.—)28
\ \\ w 0
9 s
\ n °' 930 `��
'932
00 all, 940
19� 9� \ L
\ JL g�� 936 O 0 0 -\-N
� y
0 'kill
O 942
--EDGE OF WETLAND
� f . s40 -L Cv ` �— — 1 I 04
CID
►�
rn
� 942
0
Iall, -EDGE F WEAND�,`940 \ ~ I I
X940— i \ 938 I I rn
\ \
L
1 % \ � j l �O �� R�s3 I ~ 93p `` \ \ N I
XI - ��)9r,� e �XISTI 18„
�- TU 6.4 4-/ 1 \ TTU B 2 03
OS IE / \_ UB 1 9°
�.
�c,�jS`,p EXI IIS IP 1940"
LUX I S I 1 H \ all, ` 938 STI 18 F S
hh �2 E P4 \ \ \ , 1 IE = 21 j ]15
IE — 9 .4
all,
o o O�� 91-
-50
—50 00 Y� E — 1 J ( Al \ \ / �9� ` Cy)
7 \ \,
R��� 5 ✓ \ \ oo w N
o \
On Pw
33.79 _
\ . / ` all, o 0
000'36"E
S8 00 36 E a — — / — S88 50 1XW 161.67 EXISTING A A MH
L EXISTING 1" �SP / \ 6 / 36 ail, E IS�ING "PVC SDR RE 95 7z
\ �— -- / ` _ 6 STUB 0.4 ° Q - IE = 9
_ ST B ®0.'I�� / rn n;TUB IE = 918.44 ° v'
STU IE = 932 \ �C / i �� �/
N 05 'S 055'36"E
93$
61'T446 " 910 3 �o �$ "'�
Q � S84�00 �N � _ 56 011?
O
Westwood I I hereby certify that this plan was prepared me or under my I
direct supervision and that I am a duly licensed PROFESSIONAL
ENGINEER under the laws of the State of Minnesota
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com
Westwood Professional Services, Inc.
John Bender, PE
Date: 07/05/17 License No. 43358
lar Prepared for:
Checked: DCH, KIT
Elmcrest Investments, LLC
Drawn: DJW, SRS
3500 Willow Lake Road
Record Dm`ft by�date: Vadnais Heights, Minnesota 55110
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Property Description
Outlot C, FABLE HILL FOURTH ADDITION, according to the recorded plat thereof, Washington
County, Minnesota
Fable Hill
4th Addition
0' 60' 120' 180'
0010423EXP01.dwg
Date: 06/26/17 Sheet: 2 OF 9
Existing
Conditions
Twin
City Area 651-454-0002
Mn.
Toll Free 1-800-252-1166
Legend
\
BUSH/SHRUB
5T
STORM MANHOLE
CONIFEROUS TREE
❑T
TELEPHONE BOX
DECIDUOUS TREE
0
TELEPHONE MANHOLE
II'
WETLAND
®
TRAFFIC CONTROL BOX
®
STEEL/WOOD POST
HH
HAND HOLE
-�
SIGN-TRAFFIC/OTHER
TRAFFIC LIGHT
SIGN- TRAFFIC/OTHER
>a
GA TE VAL VE
MAIL
MAIL BOX
HYDRANT
HANDICAPPED STALL
WATER METER
O
PER TEST
❑s
CURB STOP BOX
Mw
MONITORING WELL
0
WATER MANHOLE
Tv
CABLE TV BOXw\
WELL
GAS METER
—CTV—
CABLE TV
STREET LITE
—GAS—
GAS LINE
r
GUY WIRE
—POH—
POWER OVERHEAD
K)j
POWER POLE
—PUG—
POWER UNDERGROUND
❑E
ELECTRIC BOX
—FOP—
FIBER OPTIC
ELECTRIC METER
—SAN—
SANITARY SEWER
ELECTRIC MANHOLE
—STo—
STORM SEWER
®
ELECTRIC TOWER
—TOH—
TELEPHONE OVERHEAD
Q
SANITARY MANHOLE
— TUG—
TELEPHONE UNDERGROUND
co
SEWER CLEANOUT
—WA T—
WATERMAIN
®
BEEHIVE CATCH BASIN
x
FENCE LINE
®
CATCH BASIN
rt� -
DECIDUOUS TREE LINE
®
FLARED END SECTION
CURB & GUTTER
®
CUL VERT
BI TUMINOUS SURFACE
SOIL BORING
CONCRETE SURFACE
0
Denotes 1/2" x 14" Iron Pipe
marked with
Plastic Cap
inscribed with Lic. No. 23021,
unless otherwise noted
•
Denotes Iron Monument Found
as noted
Denotes Cast Iron Monument
Property Description
Outlot C, FABLE HILL FOURTH ADDITION, according to the recorded plat thereof, Washington
County, Minnesota
Fable Hill
4th Addition
0' 60' 120' 180'
0010423EXP01.dwg
Date: 06/26/17 Sheet: 2 OF 9
Existing
Conditions
o 2017 Westwood Professional Services, Inc.
-------�\
-- - - - - --------- 1318.13
OD 41 Z15 1J87 -
- EDGE OF WETLAND - - - -
1 _ �-
24,920 sf
27,251 sf - / - I
---� ___8' TRAIL /
/ all, -EDGE OF WETLAND
- - J 23,458 sf / dll, / 7� / / I I/
'kill /
-
�� /J 3
23.747 sf
J� a
II
J / I << all,
20,325 sf /
c 7 I 9-
-JI / / / �- all, k / l V 15,710 sf 14,468 sf I
J \m / // / 18,221 sf l l I I 30,873 sf \ \
/i \ 22 / /4 ( / /
� a8 W / / /9,72e �J5
190.99
3\/II34, sf
/ \ \857 sf \ � II 1
8 ,Q / \
54,937 sf \
0 26 '9e / 59 61 / \
/
JJ
8' TRA/L - ,
21
164 78 / / 44,382 sf \
4
23,642 sf / / / I �S� ��� \_ �s
3 I
F-\-16,066 sf I a,17s sf / 23 � 5
10
/ 10, 020 sf
I / _J14,542 sf 9
l 12 I d
I 11,185 sf I // \ \\/✓// 16,636 sf
131095 sf II all, �� I 7
3 - 39 - �� I I \ \ 9,205 sf I I 10.194 sf
Iv
L I \ \ / 10,955 sf
I N
\I
n _ / `,' I / // 12 / cA 10, 913 s f
5 F 1 _ cp II all, II R� 13,031 sf \ L - -��JII / 13,103 sf / JI J
II 20,452 sf -68
80 d1, I -�14
3p 13 �
I l
8,998 sf
B\8 N \ OS `EDGE OF 98 / all, \ 11,771 sf 2�
WETLAND
\ / cp
11,156 sf , R° / /Oho all, - 14 4k.1� 15
u�
V_ --EDGE OF-�\ 9,635 sf � / � \ B / 10,310
\ Tei / /
WETLAND � <
< 15 R�w J
s,3o8 sf
112 2 S
0
12,876 sf / all, VU/LOT fi
\ \ ° / / 86,776 sf \ all, r�
L-1�1 17 17
33.79 6
\
Westwood
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com
Westwood Professional Services, Inc.
I 16
•o \ \ _ N
I \ 12,051 sf
ail,
161.-67
�O
o \ /
I hereby certify that this plan was prepared by me or under myI Revisions:
direct supervision and that I am a duly licensed PROFESSIONAL
ENGINEER under the laws of the State of Minnesota
John Bender, PE
Date: 07/05/17 License No. 43358
25.06 1
/ 4
.05 -
6f'j4 S9 /
Setbacks:
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
Outlot C, FABLE HILL FOURTH ADDITION, according
House Setbacks
County, Minnesota
Front yard
15
feet
Side yard (facing street)
15
feet
Side yard (interior)
5
feet
Rear yard
25
feet
Garage Setbacks
37
Detached Villas
Front yard (garage door side) 25
feet
Front yard (non -door side)
15
feet
Side yard (garage door side)
25
feet
Side yard (non door side)
5
feet
Rear yard (non door side)
5
feet
Exterior Boundary
30
feet
OHW of Clearwater Creek
50
feet
lar Prepared for:
Checked:. DCH, IQT
Elmcrest Investments, LLC
Drawn: DJW, SRS
3500 Willow Lake Road
Remora Drawer by�date Vadnais Heights, Minnesota 55110
h
�O
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Property Description
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
Outlot C, FABLE HILL FOURTH ADDITION, according
to the recorded plat thereof, Washington
County, Minnesota
Development Data
74
Existing Zoning:
PUD
Proposed Zoning:
PUD
Gross Site Area:
19.58 ac
Existing Wetlands:
3.56 ac
Net Developable Area:
16.02
Proposed Residential Lots:
37
Detached Villas
28
Single Family
9
Overall Gross Density
0
1 N
(37 un/19.58 ac)
1.89 un/ac
Overall Net Density
Lot Number
(37 un/16.02 ac)
2.31 un/ac
Project Street R/W.•
2.16 ac
Ou t10 t A:
1.99 ac
Side -Load Villa Lot Detail
(No Scale)
0
\ -N
5
\ \ \
Drainage &
Utility Easement- X
Setback Line - 7,386 sf \ 7,411 sf\
Lot Number - -
Lot Area
Lot Dimension - -
Side Loaded Garage - - -
Driveway - - , /
STREET
Front -Load Villa Lot Detail
(No Scale)
55 D 55
---� s,�5
I I I \I
_j
C
2, N
5,850 sf I
I il
I ,850 s�
5 15
�----
55 55
STREET
Typical
SF Lot
Detail
(No Scale)
0
74
5F
-15
in \
N 1114�
Drainage &
Utility Easement
10
Setback Line
N
0
1 N
- Lot Dimension
8,880
sf
7.5
Lot Number
ILot
Area
L_ N
Ln
N
0
74 0
STREET
Fable Hill
4th Addition
-Drainage &
Utility Easement
-Setback Line
Lot Dimension
Lot Number
- Lot Area
\
-Front Loaded Garage
- -
Driveway
0' 60' 120' 180'
0010423PPP01.dwg
Date: 06/26/17 Sheet: 3 of 9
Preliminary Plat
o 2017 Westwood Professional Services, Inc.
LEGEND:
DENOTES SOIL BORING
DENOTES SILT FENCE
DENOTES HEAVY DUTY SILT FENCE
--980— DENOTES EXISTING CONTOURS
x-980 — DENOTES PROPOSED CONTOURS
DENOTES PROPOSED SPOT ELEVATION
DENOTES BIO—ROLL EROSION CHECKS
Westwood
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com
Westwood Professional Services, Inc.
DENOTES
EXISTING STORM SEWER
■--►►� DENOTES
PROPOSED STORM SEWER
DENOTES
EXISTING TREE LINE
DENOTES
APPROXIMATE TREE
REMOVAL
LIMITS
x 856.3 DENOTES
EXISTING SPOT ELEVATION
DENOTES
EMERGENCY OVERFLOW
E.o.F. ELEVATION
I hereby certify that this plan was prepared by me or under myI Revisions:
direct supervision and that I am a duly licensed PROFESSIONAL
ENGINEER under the laws of the State of Minnesota
John Bender, PB
Date 07/05/17 License No. 43358
EROSION CONTROL NOTES:
ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE
PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL
VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE
ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED
INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE
AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.
TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE
INCIDENTAL TO THE GRADING CONTRACT.
ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END
OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.
Ped9ned; lar
Checked: DCH, lar
Drawn: DJW, SRS
Record Drawing by/date:
Prepared for:
GENERAL GRADING & DRAINAGE NOTES:
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER
GRADES UNLESS OTHERWISE NOTED.
REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT
HORIZONTAL SITE DIMENSIONS AND LAYOUT.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING
UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN.
ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.
Elmcrest Investments, LLC
3500 Willow Lake Road
Vadnais Heights, Minnesota 55110
I
I
co
N o
Side -Load Villa Lot
(No Scale)
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
DRAINAGE &
UTILITY EASEMENT
SETBACK LINE —y
FINISHED GRADE ELEVATION
LOT NUMBER
MINIMUM BASEMENT FLOOR ELEVATION -
FRONT GARAGE SLAB ELEVATION
SIDE LOADED GARAGE
DRIVEWAY
Ln
STREET
Front -Load Villa Lot
(No Scale)
STREET
Typical SF Lot
(No Scale)
51WEE1 "
— DRIVEWAY
LO = GRADED FOR 5.0' DIFFERENCE FROM
FINISH GROUND ELEVATION AT REAR OF PAD
TO FRONT GARAGE SLAB ELEVATION.
WO = GRADED FOR 8.0' DIFFERENCE FROM
FINISH GROUND ELEVATION AT REAR OF PAD
TO FRONT GARAGE SLAB ELEVATION.
WO = WALKOUT
LO = LOOKOUT
R = RAMLER
SOG = SLAB ON GRADE
(1) = DENOTES ADDITIONAL STEPS IN GARAGE
Fable Hill
4th Addition
DRAINAGE &
UTILITY EASEMENT
SETBACK LINE
NISHED GRADE ELEVATION
T DIMENSION
,T NUMBER
NIMUM BASEMENT
OOR ELEVATION
=RONT GARAGE SLAB ELEVATION
FRONT LOADED GARAGE
tl VEWAY
DRAINAGE &
UTILITY EASEMENT
SETBACK LINE
LOT DIMESNION
— LOT NUMBER
MINIMUM BASEMENT
FLOOR ELEVATION
FRONT GARAGE SLAB ELEVATION
TES GARAGE LOCATION
0' 60' 120' 180'
0010423GDP01.dwg
Date: 06/26/17 sheet: 5 OF 9
Grading,
Drainage, and
Erosion Control
Plan
o 2017 Westwood Professional Services, Inc.
8" PVC PLUG
8" DIP PLUG
r ----------I
STUB -18-
\ IE=924.87
MH-17�`'
RE = 937.79
IE (N) = 924.79 /
(S) = 924.69 /
F_---- ------ D=13_1
2 I
I I
I I
I I
I _J
1 MH -10\\
/ \\ 3 RE = 947.70
IE (N) = 923.46
\ \ SIE (SW) = 923.46
� D=24.2
i
' 4
I �
I I
I I
I I
MH -14
RE = 945.15 L J
IE(W)=925.44
IE (E) = 925.34 DIP M
D=19.8
8" DIP PLUG
STUB -15
IE=925.52
F- MH -20
8" PVC PLUG RE = 946.75 \
IE (N) = 928.40 \
I IE (SE) = 928.30
D=18.4,
_ STUB -19
r 2 IE(NW)=928.26 \
i
REMOVE PLUG &
I CONNECT TO EX. "- /
FVC SANITARY SEWER
Westwood
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com
Westwood Professional Services, Inc.
-------------------- I
I �
I , r-----7 � F---------- --------
MH -16 \ \ / / / I I I 4
/ RE = 942.66 2
I IE (N) = 924.16\>
I IE (S) = 924.06
D=18.6 i ��� 3
i II II II X I I 8 I I /
i \
I i I MH -6
- -L _ i _9 I JI RE = 940.39 / I I I RE = 940.03/ /
RE = 944.83 I (W) = 920.98 / /l /l I I IE (W) = 92Q4/9 10
\IE (W) = 923.74 AE (E) = 920.88 / / I I IE (SE) = 9 .39 / / / / \ EXISTING STORMWATER POND
►► - lE` (SE) = 922.87 \ D=19.5 / / - J - - - �I I D=19.6 / / / / - \
D=x' Q 7 - % / / / / / RE 4 939.04 \\
RE 8.92 ��, -� ` / // IE (NW) = 920.02
IIEE (E) = 921.44 / - -��� \ / //// IE .1
H = 919.9
- - - -
/ - D=17.5- 21 ► �/ / / / / D=1919.1 \
'(IH -11 I � �
RE = 944.07 I II �� i =♦ ----- . 20 .
IE (SW) = 923.961 I % 22 , -� - - - -
IE (NE) = 923.861\��
D=20.2 3 I I 4 / / - , X
te=_
\
� I 1 / / \ 23 � � � I I 10 / / \ i < \
R 94 I I
S 924.42 1I II /5 X
MH -8 I - �JII 11 \ 1 I 1 I I II I I I9
\ 12
ZE (NE) 924.32 R 940.15 RE = 938.07=19.9 2 IE (NW)922.07 7
H-13 I -1 E E) 921.97 8 IE (NW) 919.55 - - - - - J�E = 948.49 1 D=18.2 IE (SE) 919.45
W 924.86 J I
I I
�JJ
D=18.6 --- -----�
D�23.7, - __ REMOVE PL I \ \ I I I I I I / / / / // \ v - MH -2 134
I
\ I & CONNECT TO I 6 \\ \ I I I I I I / / / / 12 / / / \ �' < RE = 936.82
MH- 1 II EX. 8" DIP I \ I �- - I I I / / / / / / IE (NW) = 918.97 J
RE = 94 61 1 WATER MAIN I \\ \\ ) I I / // //// // // �i ,\ \ IE (S) = 918.$7-
\ IE (S) = �28. L--- \ \ i I I / / / / / / �i \ \ D=180���14
/ EXISTING 8 PVC SDR 14 �, \ 15 EXISTING 18" RCP
/ 26 STUB @ 0.40 I \ i \ \, STUB @ 2.03%
\ / STUB IE = 928.26 / J \ , �' \ �' \ STUB IE = 926.59
REMOVE PLUG\ & STUB -1 \
\ / EXISTING 8" DIP / \ _ 15 CONNECT TO EX. 8" \ IE(N)=91 4
�' �'PVC SANITARY SEWER \
EXISTING SANITARYAH \ \ �� �3 _ _ - - \ EXISTING 18" F
RE = 935.4 / \�---- ----� � 1 �� IE = 921.05
�� IE SW = 935.40 �UTLOT Q \ l - _ - 1 00
IE NW = 917 / r REMOVE PLUG
7,
IE SE = 917.17 I &CONNECT TO
16 I
EX. 8" DIP
WATER MAIN
� \ U
EXISTING 21" RCP / / - - J �� EXISTING 8" PVC SDR z
STUB @ 0.14% \ �" 26 STUB @ 0.40% Q
STUB IE = 936.82 �/ \ / STUB IE = 918.44 ° co
EL
00
I hereby certify that this plan was prepared by me or under my I Revisions. I KIT I Prepared for
n '
direct supervision and that I am a dulylicensed PROFESSIONAL DedXnedL
ENGINEER under the laws of the State of Minnesota
checked. DCH, xrr
Drawn: DJW, SRS
Record Drawing by/date:
John Bender, PE
Date: 07/05/17
License No. 43358
EXISTING SANITARY MH
RE = 953.78
IE = 917.91
Elmcrest Investments, LLC
3500 Willow Lake Road
Vadnais Heights, Minnesota 55110
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
General Utility Notes
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY THE OWNER OF ANY DIFFERENCES.
UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL
CONFORM TO THE CITY OF CHASKA ENGINEERING GUIDELINES & THE 1999 ED. OF THE
"STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION
AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING
ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY
CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2005 INCLUDING THE CURRENT
ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS
OUTLINED BY THE LOCAL AGENCY.
THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF
THE PROPERTY LIMITS.
VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION.
THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE
CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK
LOCATION AND MATERIAL TYPE.
THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY
LOCATIONS PRIOR TO UTILITY INSTALLATION.
MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATER MAIN & SANITARY
SEWER.
S Legend
EXISTING
SANITARY SEWER
WATER
HYD. W/VALVE
STORM SEWER
Fable Hill
4th Addition
��
PROPOSED
SANITARY SEWER
WATER
HYD. W/VALVE
STORM SEWER
0' 60' 120' 180'
0010423UTP01.dwg
Date: 06/26/17 Sheet: 6 OF 9
Preliminary
utility
o 2017 Westwood Professional Services, Inc.
Preliminary Plant Schedule Single Family Landscape Requirements
SYMBOL QTY.
OVERSTORY TREES 74
COMMON/BOTANICAL NAME
SIZE SPACING O.C. MATURE SIZE
Autumn Blaze Maple
/ Acer x freemanii 'Jeffersred'
2.5"
BB
AS
SHOWN
H
50'-60'
W 40'
Sienna Glen Maple /
Acer x freemanii 'Sienna'
2.5"
BB
AS
SHOWN
H
50'-60'
W 40'
Red Sunset Maple /
Acer rubrum 'Franksred'
2.5"
BB
AS
SHOWN
SHOWN
H 45' W
35'
Fall Fiesta Maple / Acer saccharum 'Bailsta'
2.5"
BB
AS
SHOWN
H
50'-75'
W 50'
Autumn Gold Ginkgo
/ Ginkgo biloba 'Autumn Gold'
2.5"
BB
AS
SHOWN
2.5"
H 50' W
30'
Northern Pin Oak /
Quercus ellipsoidalis
2.5"
BB
AS
SHOWN
H
50'-60'
W 45'
Red Oak / Quercus
rubra
2.5"
BB
AS
SHOWN
H 60'-80' W
40'-50'
Swamp White Oak / Quercus bicolor
2.5"
BB
AS
SHOWN
H
50'-60'
TREES
W
40'-50'
Frontyard Linden / Tilia americana 'Frontyard'
2.5"
BB
AS
SHOWN
H
60'-70'
W
30'-40'
Boulevard Linden / Tilia americana 'Boulevard'
2.5"
BB
AS
SHOWN
H
50'-60'
W
25-30'
Discovery Elm / Ulmus davidiana var. japonica 'Discovery'
2.5"
BB
AS
SHOWN
H
35-45'
W
35-45'
Princeton Elm / Ulmus americana 'Princeton'
2.5"
BB
AS
SHOWN
H
60'
W
40'
Accolade Elm / Ulmus japonica x wilsoniano 'Morton'
2.5"
BB
AS
SHOWN
H 70' W
40'-50'
Skyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole'
2.5"
BB
AS
SHOWN
H 50' W
30'-35'
NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES
SEE FINAL PLANS FOR TREE SELECTIONS AND QUANTITIES.
IN THE EVENT
OF A DISCREPANCY.
Westwood I hereby certify that this plan was prepared me or under my Revislona
direct supervision and that I am a duly licensed PROFESSIONAL
LANDSCAPE ARCHITECT under the laws of the State of Minnesota.
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com Kevin Teppen
Westwood Professional Services, Inc. Daft 07/05/17 Liaenee No. 26980
SINGLE FAMILY RESIDENTIAL REQUIREMENTS: 74 TREES
* 2 OVERSTORY TREES PER SINGLE FAMILY LOT
(37 PROPOSED SINGLE FAMILY LOTS)
Single Family Landscape Provisions
TOTAL SINGLE
FAMILY LANDSCAPING PROVIDED:
74
TREES
* OVERSTORY
DECIDUOUS TREES:
74
TREES
NOTE:
OVERTSORY TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO
FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT
INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY
LOCATIONS.
Planting Notes
1 . CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL
UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.
2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.
3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE
BY THE LANDSCAPE CONTRACTOR.
5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF
THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL
SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.
6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS
NOT LIMITED BY, THE FOLLOWING STANDARDS:
ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.
ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.
CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.
7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS
FOR SIZE AND TYPE SPECIFIED.
8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.
9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY;
TEMPORARY ONLY.
10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP
TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED
& BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.
11. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.
12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND
PROPOSED TREES.
13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.
14. STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.
16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO
BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS
UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR
TREE, SHRUBS, AND PERENNIALS.
17. THREE INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS.
18. INDIVIDUAL TREE BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE.
19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN
AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE
DRAINAGE.
20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE
CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL
PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM
SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING
CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.
21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR
IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.
22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE
DISTURBED DURING CONSTRUCTION.
23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.
Planting Detail
NOT FOR CONSTRUCTION
DedxnedL ?rrM Prepared for:
Checked- Kff Elmcrest Investments, LLC
Drawn: ?TPM
Ria ��� 3500 Willow Lake Road
ft Vadnais Heights, Minnesota 55110
DECIDUOUS TREE
PLANTING
PRUNE OUT MISDIRECTED BRANCHES.
PROVIDE ONE CENTRAL LEADER.
GUYING AND STAKING, (OPTIONAL),
FOR ONE (1) YEAR ON ALL
DECIDUOUS AND CONIFEROUS TREES:
TOP STAKES 5' ABOVE GROUND
(MAX.) OR TO FIRST BRANCH.
BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STAKING POSTS
TO BE 2"X2" STAINED WOOD OR
PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS
EQUIDISTANT AROUND AND
OUTSIDE ROOT BALL. SECURE
TREE TO POSTS WITH 16" LONG
POLYPROPYLENE OR
POLYETHYLENE, 40 MIL., 1.5"
WIDE STRAP.
TREE WRAP MATERIAL FROM
GROUNDLINE UPWARD TO FIRST
BRANCHES, AS REQUIRED.
PLACE MULCH, DEPTH AS SPECIFIED,
OVER PLANT PITS - DO NOT PILE
AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED
BACKFILL SOIL.
SCARIFY SIDES AND BOTTOM OF HOLE.
REFER TO AMERICAN STANDARD FOR
NURSERY STOCK FOR MINIMUM BALL
SIZE. ROOT FLARE TO BE PLANTED
AT OR NEAR FINISHED GROUNDLINE.
SET ROOT BALL ON UNDISTURBED
SUBSOIL OR COMPACTED SOIL MOUND
MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE
GRADE. N.T.S.
LAST REVISED:
LA28
Fable Hill
4th Addition
L !I
0' 60' 120' 180'
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
0010423PLP01.dwg
Date: 06/26/17 Sheet: 8 OF 9
Preliminary
Landscape Plan
2017 Westwood Professional Services, Inc.
Mf%An CI Ior Anr
3GRADE ELEV.
)TEXTILE FILTER AGGREGATE
IDOT 3149.2H)
PERF. PVC PIPE SDR 35
�JTEXTILE FABRIC—TYPE II
(MnDOT 3733)
PERFORATED UNDER DRAIN DETAIL
INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER
NOTE•
DRAINTILE INSTALLED
50' IN EACH DIRECTION
FROM CATCH BASIN
R/W
PERFORATED
DRAIN TILE
xrv. iOie��ss s���z
22' (STA. 15+87 TO 29+32)
TRANSITION 22'-25 (STA. 29+32 TO 31+31)
25(STA. 30+30 TO 30+67)
7' (STA. 15+87 TO 29+32)
TRANSITION 7'-10' (STA. 29+32
TO 31+31)
10' (STA. 30+30 TO 30+67) I 15'
DWY VARIES 8% MAX.
TURF VARIES 15% MAX.
'a
6" TOPSOIL AND SEED
R/W
10'
50'
CL ROAD
FPGA II I III IIII
o,60
R� QJ8 P,OP� D/RFC/fie Frye AS
FO
'�• 000'�000 �. oo.
II .moo"ifg1•�U: K7..o.
o �o
2" WASHED COARSE
AGGREGATE
6"MIN.DEPTH
NOTES:
1. CRUSHED CONCRETE NOT ALLOWED.
2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER
3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS
LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS
DIRECTED BY THE ENGINEER.
PLATE NO. HU -EC -1
HUGO REVISION
DATE
ROCK CONSTRUCTION
ENTRANCE
28' (STA. 15+87 TO 29+32)
TRANSITION 28'-25' (STA. 29+32 TO 31+31)
25' (STA. 30+30 TO 30+67)
13' (STA. 15+87 TO 29+32)
TRANSITION 13'-10' (STA. 29+32
TO 31+31)
15' I 10' (STA. 30+30 TO 30+67)
R/W
1/2" g" Distance to CF Variable
r �D
3' r
1
3
1/z r
LOPE 314"IFT. HIF
Mn/DOT B 618
8" 18"
1/2 r
"
g" Distance to CL Variable
io
3" r
b 1
3 1/2" r
e --SLOPE 314"/FT. rF
1
Mn/DOT B 624
24"
28" r FACE OF CURB
18"
12"r�
68" r
TOP OF BITUMINUS
MAT
MODIFIED'S' DESIGN
e BASE
It V2
1/2 r g" Distance to C %(enable
"
3" r
3
112" r
LOPE 3/4"IF�
f—
Mn/DOT B 612
a
8" 12"
NOTES:
1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER
ALL CURB AND GUTTER
PLATE NO.HU-STR-213
CONCRETE
DATE REVISION 10/05/06
HUGO
CURB & GUTTER
R/W
7'
A) Installation
WIRE FENCING
POSI 1 SET POSTS AND 2 STAPLE THE WIRE
EXCAVATE A MESH FENCING TO
6"X 6"TRENCH EACH POST
TRENCUNE OPEALONSTHE
6"X6"LINEOFTHE POSTS
1111=1111I-11111JIIII- 11111-11111_11111= VIII11111-111111-11111 tl111=11111=11111 =1_I 11111
FILTERJFABRIC-3 ATTACH THE FILTER 4 BACKFILL THE TRENCH
FABRIC TO THE AND COMPACT THE
WIRE FENCING AND EXCAVATED SOIL
THE TRENCH
COMPACTEDBACKFILL1111=11111=11111- 11111=BIF11111= 0-1111LB11=11111=1111 1111-1111311111–IIIIIIIII 11111
BOTTOM
OF
DRAINAGE WAY
OA B A
LL
ELEVATION:
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
B) Maintenance
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER
AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN
PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF
BE MADE IMMEDIATELY. THE BARRIER.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME
4. ANY SEDIMENT DEPOSITS REMAINING
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS
NOO LONGER LONGER
USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE
THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED.
5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF
H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED
AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY
ERODIBLE SOILS.
22'
PLATE NO. HU -EC -2
PLACEMENT AND REISION
HUGO DATE
CONSTRUCTION OF A
SILT FENCE
15'
50'
CL ROAD
15'
28'
Material:
1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that
sets inside the Strom sewer grate. An incorporation rear deflector plate is connected
to the receptacle directing the water into the basin for filtration.
2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge.
3. The Filter media shall meet all local specifications for inlet protection.
Maintenance:
1. Check Filter media after each rain event. Clean or replace if sediment clogs filter.
2. Remove sediment and debris from the receptacle after each rain event
Zmay
r
PLATE NO. HU-EG4
HUGOWIMCO Curb &Gutter REVISION
DATE
Inlet Protection
(Model CG23)
13'
-
4' 8' 4' 8'
BIT TRAIL DWY
VARIES 8% MAX. BIT TRAIL
TURF VARIES 15% MAX. DWY VARIES 8% MAX.
2.0% SLOPE (WITH TRAIL) ("THOUT TRAIL) TURF VARIES 15% MAX.
2.0% SLOPE
21%9 SLOPE 2% SLOPE 2% SLOPE 2% SLOPE
– �— – – –
ry � ti
6" TOPSOIL AND SEED
BIT. TRAIL (STATION 15+87 TO 26+48)
NO TRAIL (26+48 TO 30+67)
FABLE ROAD NORTH TYPICAL STREET SECTION
25'
15'
50'
CL ROAD
15'
25'
10'
DWY VARIES 8% MAX.
DWY VARIES 8% MAX. TURF VARIES 15% MAX.
TURF VARIES 15% MAX. (WITHOUT TRAIL)
R/W
Westwood
Phone (952) 937-5150 7699 Anagram Drive
Fax (952) 937-5822 Eden Prairie, MN 55344
Toll Free (888) 937-5150 westwoodps.com
Westwood Professional Services, Inc.
STREET 2 TYPICAL STREET SECTION
I hereby certify that this plan was prepared by me or under myI Revisions:
direct supervision and that I am a duly licensed PROFESSIONAL
EN(W-4M under the laws of the State of Minnesota
John Bender, PB
Date 07/05/17 Liaenae No. 43358
STREET 1 TYPICAL STREET SECTION
-
1 1/2" BIT. WEARING COURSE
MNDOT SPEC 2360, TYPE SP
9.5 WEAR COURSE (3.B)(SPNWEA340B)
TACK COAT, MnDOT 2357
2 1/2" BITUMINOUS BASE COURSE
MNDOT SPEC. 2360, SP12.5 NON WEAR
COURSE (3.B)(SPNWB330B)
12" CLASS 5 AGGREGATE BASE
(100% CRUSHED)
24" MNDOT 2211 CLASS AGGREGATE SUB—BASE
(100% CRUSHED)
GEOTEXTILE FABRICFOR CLAY
,
SUBSOILS — MIRAFI 50OX
TYPICAL PAVEMENT
NO SCALE
lar
Checked:" DCH, lar
Drawn: DJW, SRS
Record Drawing by/date:
Prepared for:
R/W
/2" BIT. WEARING COURSE
)OT SPEC 2360, TYPE SP
WEAR COURSE (3.B)(SPNWEA340B)
CLASS 5 AGGREGATE BASE
D% CRUSHED)
%,�1vIPACTED SUBGRADE
BITUMINOUS TRAIL
NO SCALE
Elmcrest Investments, LLC
3500 Willow Lake Road
Vadnais Heights, Minnesota 55110
Fable Hill
4th Addition
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
0010423DTP02.dwg
Date: 06/26/17 Sheet: 9 OF 9
Details
The
Conifer On -Grade
• 2 Bedroom
• 2 Bath
t
1
House -1793 sq.ft. Master Bedroom
Mechanical - 47 sq.ft.
Garage - 690 sq.ft..
r, J
MH0ME_�
The Conifer On -Grade is designed to fit on
Lots 3 or 5 of Block 1 in The Villas of Fatale Hill
Mas r Ba
Maste
C/OSE
Mechanical
Room
BR2 Screen
Porch
Mua ,
1 441//Room
!
Great Room !
!
1 !
Dining Area t
�1
Kitchen
01 -
Three
1 -Three Car Garage
Foyer
Office
C_o-
rnnvrtnht PRATTNl7MFR 9017 - Plana auhiart to rharma withnld nntirn - rav,tart Saha Ranmsnntativa fnr nlrmnt infnlmatinn
The
FRANKI
Total 1,595 Sq.
• 2 Bedroom
• 2 Bath
r
-IUTT
M.A' Builder' Lic['ntie s�
One Level 1595 Sq. Ft. Copyright PRATTHOMES 2017 - Plans subject to change without notice - Contact Sales Representative for current information
The
FRANKLIN 1
Tota/ 2,198 Sq. Ft.
• 2 Bedroom
• 3 Bath
r3tit - .w
Main Level 1586 Sq. Ft. Upper Level 612 Sq. Ft.
Copyright PRAT HOMES 2017 - Plans subject to change without notice - Contact Sales Representative for current information
The
KRISTIN,
Total 2,968 Sq. Ft.
• 3 Bedroom
• 3 Bath
Three Car Garage
First Floor 1605 Sq. Ft.
Dining Area
Front Foyer
PorchIRR
y Great 0171
bDen/ -_
Office
ARTIST RENDERING RENDERING ONLY, MAY INCLUDE OPTIONS NOT INCLUDED IN BASE PRICE
®L
BR3
Op nal
Wet Bar, �^ ?
r - Family Room
Lower Level 1363 Sq. F#_ _ _� _ �'I
i. Opt. Fireplace BBull[-ins
Copvriaht PRATTHOMES 2017 -Plans subied to change without notice -Contact Sales Representative for anent information
+
'
Master Closet Master Bath
Q Master Bedroom 1
-Laundry
Screen Porch
Gu
t Bath
Mud Room
t —a
Kitchen
Dining Area
Front Foyer
PorchIRR
y Great 0171
bDen/ -_
Office
ARTIST RENDERING RENDERING ONLY, MAY INCLUDE OPTIONS NOT INCLUDED IN BASE PRICE
®L
BR3
Op nal
Wet Bar, �^ ?
r - Family Room
Lower Level 1363 Sq. F#_ _ _� _ �'I
i. Opt. Fireplace BBull[-ins
Copvriaht PRATTHOMES 2017 -Plans subied to change without notice -Contact Sales Representative for anent information
The
0AKW001
Total Z560 Sq. Ft.
(S 776 with Optional Gat
• 3 Bedroom
•3Bath
GARAGE
----- - - I ---
i
I 11 I
j- — — — — — — — ---- — — —
Main Level 1446 Sq. Ft.
Ij
PRATT
AIN NuHder License #T
1' - �—�
MASTER MASTER 111
BATH BEDROOM lip
111
T- orr DESK I I I
[n
STACK /�� OPT GAME �I�l FAMILY ROOM
ruD 1� UNEXCAVATED ROOM �I+
Buhr-ixs
STV GAS FP �wLL •
I DECK
R I I
° I GREAT ROOM I
UTILITY
SUM yyN
5GREEN
OI PORCH OPT NU eAR
I I � f
I �
TUBI
°Pf
BENCH — — — — — — — — �— — — — — —
FRONT I D
PORCH rC DINING
BEDROOM BEDROO
#2 py
° • _ °tee Lower Level 1114 Sq. Ft.
(1330 with Optional Game Room)- - - - - -
Main Level 1654 Sq. Ft. Lower Level 1110 Sq. Ft. Copyright PRAT HOMES 2017 - Plans subject to change without notice - Contact Sales Representative for current infomfion
i
The
A'7- . .....
ELINE
121 Sq. Ft.
room (Master Up)
OMPPOW
VIN Budde, I i, entre �i
The
MAKE
Total 3,375 Sq. Ft.
• 4 Bedroom (Main
• 3 Bath
PRATT
rider License =)
■ a I�
i__I>� , t
,_
I
First Floor 1787 Sq. Ft
I
I I
I I
I I
Lower Level 1588 Sq. Ft.
21251INIVII, i vial
Rear Elevation
/`nn.. 1.k# DDATTWf)R GQ ')n17 - DI...n o..4.;— M nManna urilhn.J —N— _ r`nn/an/ Calvo Dn.. ...M/nm fn. --1 inin.m ff—
Agenda Number:
CITY OF HUGO
CITY COUNCIL AGENDA REPORT
TO: Bryan Bear, City Administrator
FROM: Rachel Juba, Planner
SUBJECT: Vince and Julie Lutz & Charles and Lisa Lemay. Property Line
Adjustment for properties located at 15118 Irish Avenue North and 15198
Irish Avenue North.
DATE: August 2, 2017 for the City Council Meeting of August 21, 2017
1. PROPOSED MOTION:
Move approval of a resolution approving a property line adjustment for Vince and Julie Lutz &
Charles and Lisa Lemay.
2. DESCRIPTION OF REQUEST:
The applicants are requesting approval of a property line adjustment for properties located at
15118 Irish Avenue North and 15198 Irish Avenue North. Both parcels are approximately 20
acres in size. The applicants are proposing to adjust the common property line between the
properties resulting in one approximately 30 acre lot, and one 10 acre lot. This adjustment will
also allow accessory buildings to come into conformance with setback requirements in this
zoning district.
3. ANALYSIS:
Section 90-339 of the City's Comprehensive Land Use Regulations state that, "Where adjacent
property owners desire to adjust their mutual lot line without creating a new parcel or lot of
record, they may request a property line adjustment." Subd. (2) of this section further states that,
"Where the adjustment of the property line between two properties retains or causes both
Page 2
properties to be in conformance with the City's Comprehensive Land Use Regulation, the Zoning
Administrator shall provide the application to the City Council for administrative review and
consideration."
Findings
The properties are located in the Agricultural Zoning District, where the minimum lot size is 10
acres. Staff finds that both properties will conform to the City's minimum lot requirements after
the relocation of the common property line. Further, the existing accessory building would come
into compliance with the setback regulations as a result of the adjustment.
4. RECOMMENDATION:
Staff recommends approval of the resolution approving a property line adjustment for Vince and
Julie Lutz & Charles and Lisa Lemay.
Attachments:
1. Location map
2. Resolution approving lot line adjustment
3. Site Survey
Lutz/Lemay
Property Line Adjustment
Site Map
S
Site
r
� a
ti
w.:,✓,ee es.w.a.x. ...:w3ne.se
ag4,.
�x
sw°
a'
.a
s
Site
RESOLUTION 2017 -
APPROVING A PROPERTY LINE ADJUSTMENT FOR VINCE AND JULIE
LUTZ AND CHARLES & LISA LEMAY FOR PROPERTIES LOCATED AT
15118 IRIHS AVE N. AND 15198 IRISH AVE N.
WHEREAS, an application has been filed by Vince and Julie Lutz that requests approval
of a property line adjustment for properties located at 15118 Irish Ave N. and 15198 Irish
Ave N.
WHEREAS, the proposed lot line adjustment would result in two parcels described as
follows:
(See Attached)
WHEREAS, the City Council has fully considered the request for the property line
adjustment.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF
THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the
property line adjustment for Vince and Julie Lutz & Charles and Lisa Lemay.
ADOPTED by the City Council this 21 st day of August, 2017.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
CERTIFICATE OF SURVEY
--for-- JULIE AND VINCENT LUTZ
--of- 15118 Irish Avenue
Hugo, Minnesota
EXISTING LEGAL
DESCRIPTIONS
LEMAY PARCEL
The north 600.00 feet of the
south 1400.00 feet of that
part of the Southwest Quarter
of Section 14, Township 31,
Range 21, Washington County,
Minnesota lying westerly of the
center line of Irish Avenue
North. Subject to Irish Avenue
North.
LUTZ PARCEL
The south 800.00 feet of
that part of the
Southwest Quarter of
Section 14, Township 31,
Range 21, Washington
County, Minnesota lying
westerly of the center
line of Irish Avenue
North, and lying north of
the south 553.60 feet
thereof. Subject to a
perpetual ponding and
flowage easement.
Subject to Irish Avenue
North.
and
The north 276.80 feet of
the south 553.60 feet of
that part of the
Southwest Quarter of
Section 14, Township 31,
Range 21, Washington
County, Minnesota lying
westerly of the center
line of Irish Avenue
North. Subject to a
perpetual ponding and
PARCEL TO BE
CONVEYED
The south 300.00 feet of
the north 600.00 feet of
the south 1400.00 feet
of that part of the
Southwest Quarter of
Section 14, Township 31,
Range 21, Washington
County, Minnesota lying
westerly of the center
line of Irish Avenue
North. Subject to Irish
Avenue North.
PROPOSED LEGAL
DESCRIPTIONS
PARCEL A:
The north 300.00 feet of the
south 1400.00 feet of that part
of the Southwest Quarter of
Section 14, Township 31, Range
21, Washington County, Minnesota
lying westerly of the center line
of Irish Avenue North. Subject to
Irish Avenue North.
PARCEL B:
The north 823.2 feet of the
south 1100 feet of that part of
the Southwest Quarter of Section
14, Township 31, Range 21,
Washington County, Minnesota
lying westerly of the center line
of Irish Avenue North. Subject to
Irish Avenue North.
flowage easement.
REVISIONS DRAWN BY: JSE CHECK BY: JER
1
LEGEND
2
Subject to Irish Avenue
NO.
DATE DESCRIPTION BY
North.
•
DENOTES
IRON MONUMENT FOUND AS LABELED
O
DENOTES
IRON MONUMENT SET, MARKED RLS# 41578
10
DENOTES
STONE MONUMENT AS LABELED
X 952.36
DENOTES
EXISTING SPOT ELEVATION
...........
"
DENOTES
LIDAR CONTOURS
C
DENOTES
BITUMINOUS SURFACE
_ _
DENOTES
CONCRETE SURFACE
_"
DENOTES
GRAVEL SURFACE
PID: 17-119-22-14-0008
DENOTES
ADJACENT PARCEL OWNER INFORMATION
Owner: City of X
(PER WASHINGTON COUNTY TAX INFORMATION)
Address: Unassigned
BENCHMARK
MNDOT STATION RYAN MN163
ELEVATION 960.38 (NAV88)
VICINITY mar
PART OF SEG. 14, TWP. 31, RNC . 2
T1l 5
SURVEY
WA6MINOTON COUNTY, MINNESOTA
(NO SCALE)
EST. 19'n professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361-8200 Fax (651) 361-8701
NORTH
GRAPHIC SCALE
100 0 50 100 200
1 INCH = 100 FEET
400
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
J O�RUD
Date: 07/24/17 License No. 41578
NOTES
— Field survey was completed by E.G. Rud and Sons, Inc. on 07/05/17.
— Bearings shown are on Washington County datum.
— Parcel IDs are 14-031-21-33-0005 and 14-031-21-33-0006.
— This survey was prepared without the benefit of title work. Additional
easements, restrictions and/or encumbrances may exist other than those
shown hereon. Survey subject to revision upon receipt of a current title
commitment or an attorney's title opinion.
JOB NO: 17503BT DATE: 07/24/17 SCANNED ❑
REVISIONS DRAWN BY: JSE CHECK BY: JER
1
2
3
NO.
DATE DESCRIPTION BY
17503BT
&15
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- :�� EST. 1906
Special Event Permit
Event Name: Cruise for Troops
Location: CSAH 4, TH 61, CSAH 8 & CSAH 7.
Date: Saturday, September 23, 2017
Time: Ride begins at noon
Responsible Person: Russ Hanes 763-486-3079
In accordance with this permit, the applicant shall conduct the event as described
herein and meet all conditions as stated below.
DESCRIPTION:
An application has been submitted by Russ Hanes, coordinator for the Cruise for Troops
Run for a ride event on Saturday, September 23, 2017, beginning and ending at Running
Aces in Columbus. The Cruise for Troops pays tribute to our fallen soldiers while raising
money to help fund the education of the children who are left behind. Events with over
200 in attendance require a Special Event Permit approved by Council. Approximately
800 vehicles will be traveling through Hugo as part of the event.
The Cruise for Troops run is an event where cars, trucks, and motorcycles take part in a
combined car and motorcycle cruise beginning and ending at Running Aces in Columbus,
MN. The route outlined in the application will involve roads in Columbus, Hugo, May
Township, Scandia, Marine on St. Croix, and Forest Lake. Roads in Hugo include CSAH
4, TH61, CSAH 8, and CSAH 7. The applicant has secured deputies from Anoka County,
Lino Lakes, and Washington County to be present at all major intersections.
The Tour de Hugo bike run is also on Saturday, September 23. Tour de Hugo is expected
to be completed by the time the Cruise for Troops travels through Hugo; however, last
year there were longer wait times for traffic leaving the Tour de Hugo event due to the
parade of Cruise for Troops' vehicles. Staff has discussed this with Washington County
Sheriff s Office, who is recommending another officer be added to the intersection at
145ffi/TH61.
CONDITIONS:
The applicant has provided the City the completed application and permit fee. The event
will be conducted as stated on the application in addition to the following conditions:
1. Secure additional deputy to patrol the intersection at 145/TH61
2. Submit Hold Harmless Agreement
3. Submit a copy of the insurance naming the City of Hugo as additionally insured
4. Submit copies of the approved permit from Washington County for the use of
public streets and signage in the County right-of-way.
CONCLUSION/RECOMMENDATION:
The Cruise for Troops safely traveled through Hugo in past years, and staff is
recommending Council approve the event for September 23, 2017.
The event as described has been approved by the Hugo City Council on August 21,
2017
Michele Lindau, City Clerk Date
2
CITY OF
i4f W,
14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us
Special Event Permit Application
Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-37.2.
Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures,
offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment
fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit.
Applicant (Applicarpt will receive all correspondence from the City):
Contact Person: 55
Address, 5's0 � ���(�� ��kx� � City State ✓v Zip
-Sy
Phone `26 3 '% 96 -3 0 —)q -Cell 5-1711-eEmail G
Signature of Applicant 1�'2''�Date
Event Information
Type of Event
Address: - �� t—tu u� a {�c�� acT /Zti � a �c-s- Date:
Property Owner/Manager:
Contact Person:
Address -_ - City State _Zip
�-
Phone 5�3� Cell Email
Description of Event -Please review the items on the check list on the back of the application for information that is
required to make this application complete. If there is not enough room below to describe the event please submit on a
separate sheet of paper. � �z� C4''u i,s'� S � `",� 1"q. �`�'�
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6 /Et
For Office Use Only
Fee Paid
Date
❑Yes ❑ No Oyes with conditions below
City Council Meeting Date
Conditions:
Clerk Signatu
WASHINGTON COUNTY SHERIFF'S OFFICE
OFF-DUTY EMPLOYMENT POSTING & REQUEST
Sept. 23''x:
Forest Blvd. N./170th St. N. w/1 squad
1200-1600 #1 DEPUTY:
1200-1600 #2 DEPUTY:
Forest Blvd. N./147th St. N.
1200-1330
Forest Blvd. N./170th St. N. w/1 squad
1330-1600 #3 DEPUTY:
Forest Blvd. N./Frenchman Rd..
1200-1330
Forest Blvd. N./170th St. N. w/1 squad
1330-1600 #4 DEPUTY:
Forest Blvd. N./140th St. N. w/1 squad
1200-1600 #5 DEPUTY:
Jod .Av. N./122nd St. N. w/I s uad
120Q-1600. #6 DEPUTY:
122"1 St/Mannine Av. N. w/ 1 squad
1200-1600 ' #7 DEPUTY:
Date of Job Posting: 08/15/17 Time: 0955hrs.
End Date (72 hrs.): 08/18/17 Time: 0955 hrs.
Posted by: Sgt. L. Van Klei
Square Lake Tr/ Norell Av. N. w/1 squad
1200-1600 #9 DEPUTY:
Norell Av. N. 1701h St. N. w/l .5g uad
1200-1600 #10 DEPUTY:
170" St. N./Olinda Av. N. w/1 squad
1200-1600 #11 DEPUTY:
Olinda Av. NJ Scandia Tr. N. w/I squad
1200-1600 #12 DEPUTY:
Forest Blvd. N./170" St. N.'
1200-1300
Scandia Tr. N./ Mannini Av. N. w/1 squad
1300-1600 #13 DEPUTY:
Forest Blvd. N./1701h St. N.
1200-1300
Manning Av. N./170"' St. N. w/ I squad
Manning Av. N./Square Lake Tr. N 1300-1600 #14 DEPUTY:
w/I squad
1200-1600 #8 DEPUTY:
Route Escort
170th St. N. to 1701h St. N. w/1 squad
1200-1600 #15 DEPUTY:
Event/Employer Name: 9th Annual Cruise for Troops
Location of Off -Duty Employment: See above for intersection assignments
Employer Telephone Number: Mike Swenson ;(T Office: 612-344-4134
Email: Michael.G.Swenson;4i'usdoj.� ov
Off -Duty Equipment Required Yes ® No ❑
Type of Equipment: Squad Cars Quantity: 15 Total Equipment Hours: 60 hrs.
Off -Duty Equipment Notification Copy Forwarded to Division Commander with Payment:
❑ Deputy's Initials:
Service Provided:_ Traffic Control/Escort 45 mile route throu`h Hu, -,o_ Ma_ . and Scandia
Date of Employment: See above dates. There will be three waves of vehicles
Start & Finish Time: various/see above
i
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Event Name: New Life Church Outdoor Service
Location: 6000148' Street North
Date: Sunday, September 10, 2017
Time: 9 a.m.
Responsible Person: David Streitz 651-27-7442
DESCRIPTION:
Special Event Permit
An application has been submitted by Devid Streitz on behalf of New Life Church to hold
their regular 9 a.m. service outdoors on Sunday, September 10, 2017. An outdoor
amplified system will be used during the service. Ordinance requires a Special Event
Permit approved by Council for events using an amplified system.
CONCLUSION/RECOMMENDATION:
Staff finds the event will have no negative impact on the health, safety, and welfare of the
community. Staff recommends Council approve the event as described in the application
with no additional conditions.
The event as described has been approved by the Hugo City Council on August 21,
2017
Michele Lindau, City Clerk
Date
r CITY OF
14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us
EST. 1906
Special Event Permit Application
Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-37.2.
Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures,
offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment
fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit.
Applicant (Applicant will receiv,Ie all correspondence from the City):
Contact Person: U tS�feI Z
Address Yo(aYo _L70*k 5�' IU, City /)�Vyy State lk.*u Zip -039
Phone- (057-62Y - ((; Cell Email 5 -re- ✓ CA) co
Signature of Applicant Date—V41/-7
41/7
Event Information
Type of Event
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Address:�0000
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Property Owner/Manager:
Contact Person:_ _ Dowi'cn
Addres
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Description of Event -Please review the items on the check list on the back of the application for information that is
required to make this application complete. If there is not enough room below to describe the event please submit on a
separate sheet ,o(f�paper. //
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Fee Paid (V _75. Date C�- l I�
❑Yes ❑ No ❑Yes with conditions below
City Council Meeting Date
Conditions:
Clerk Signature
CITY OF
EST. 1906
6��
14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us
TO: Bryan Bear, City Administrator
FROM: Ron Otkin, Finance Director
SUBJECT: Five- Year Audit Contract Extension
DATE: For the City Council Meeting of August 21, 2017
In the fall of 2001, the City Council appointed the independent accounting firm of Smith Schafer & Associates as the City
Auditors for a three-year engagement beginning with the audit of the 2002 financial statements. The Finance
Department was pleased with their work product and professionalism. Thus the City Council has authorized three-year
extensions of their contract since then.
The audit process is particularly taxing on the Finance Department in terms of staff time spent assembling work papers,
accumulating data and quantifying depreciable infrastructure and other assets, and completing the Comprehensive
Annual Financial Reports. In addition, the Governmental Accounting Standards Board (GASB) keeps issuing new
pronouncements that continually change the required format of our financial reports and the disclosures contained
therein. However, the thorough knowledge of GASB pronouncements exhibited by the staff of Smith Schafer &
Associates has made these tasks more bearable.
The Finance Department would like the City Council to consider reappointing Smith Schafer & Associates for an
additional five-year term. Attached hereto is their proposal for conducting the 2017 thru 2021 audits and preparation
of the City's Comprehensive Annual Financial Reports. The following is a comparison of their proposed fees for the next
five audits and how it compares to fees charged in the last five years:
2017 Audit - $15,750
2018 Audit - $16,225
2019 Audit - $16,750
2020 Audit - $17,250
2021 Audit - $17,775
2012 Audit - $13,400
2013 Audit - $13,850
2014 Audit - $14,275
2015 Audit - $14,700
2016 Audit - $15,300
It is important to note that their proposal is for audit and CAFR preparation only. Fees to provide consulting related to
the continued implementation of GASB pronouncements will be billed as follows:
2017 GASB Related Fees — Not to Exceed $4,950
2018 GASB Related Fees — Not to Exceed $5,100
2019 GASB Related Fees — Not to Exceed $5,250
2020 GASB Related Fees — Not to Exceed $5,400
2021 GASB Related Fees — Not to Exceed $5,575
Staff recommends the appointment of Smith Schafer and Associates as the auditors for 2017 — 2021 subject to the
terms outlined in their proposal based on the following:
1. The Finance Department is exceptionally pleased with the services provided by Smith Schafer and Associates
over the last fifteen years.
Audit Proposal
Page 2
2. The proposed fee schedule (for the next five years) is reasonable and does not exceed the fees incurred by
other cities of our size.
3. A full-blown RFP process is time intensive and there are no guarantees that the lowest bidder will not exceed
the fees quoted by Smith Schafer & Associates.
4. Smith Schafer & Associates regularly rotates the personnel involved in the fieldwork, review, and final
preparation of the Comprehensive Annual Financial Reports. This ensures that each audit is unique and not of a
routine nature.
5. Appointing anew audit firm will double the amount of time the Finance Department spends on the audit
process. The staff would rather concentrate on capital planning and other areas of municipal finance rather
than re -inventing the wheel with another auditing firm.
Please place this item on the consent agenda for the August 21, 2017 City Council meeting.
ATTAC H M E NTS
Proposal Submitted by Smith Schafer & Associates
A SMITH* SCHAFER
----- & A S S O C I ATE S, LTD.
Certified Public Accountants and Consultants
August 7, 2017
Ron Otkin, Finance Director
City of Hugo
14669 Fitzgerald Avenue North
Hugo, Minnesota 55038
Dear Ron:
Members of American Institute of CPAs,
Private Companies Practice Section, Minnesota Society of CPAs
Thank you for the opportunity to propose continuing professional services for the City of
Hugo for the years ended December 31, 2017-2021.
We propose the following fee structure for the five-year term of this proposal:
Description of Services 1 2017 2018 2019
Audit of the City's financial
statements, including preparation
of the Comprehensive Annual
Financial Report f CAFRi
Additional audit procedures and
reporting work related to GASB
No. 34
Totals
20.20, 2021
$15,750 $16,225 $16,750 $17,250 $17,775
I
$4,950 $5,100 $5,250 $5,400 $5,575
$20,700 1 $21,325 1 $22,000 1 $22,650
The quoted fees are all-inclusive unless unusual circumstances are encountered during
our examinations. If such circumstances occur, we would discuss any additional fees
with you prior to performing the services.
We understand that City staff may be providing assistance with meeting the
requirements of GASB No. 34, including the conversion of the fund -basis financial
statements to government -wide financial statements. Assistance we provide related to
the GASB No. 34 conversion and for consulting and continued implementation issues
will be at our regular hourly rates.
If you would like to retain the services of our firm in accordance with the above, please
sign where indicated on the next page and return this letter to us in the enclosed return
envelope. We will issue an engagement letter with the above quoted prices before we
begin fieldwork each year.
Twin Cities Office • 7500 Highway 55 • Suite 350 • Minneapolis, MN 55427 • PH (952) 920-1455 • FAX (952) 920-6603
Offices in: Red Wing and Rochester • www,smithschafer.com
PrimeGlobal Member of PrimeGlobol, A Global Association of Independent Accounting Firms
August 7, 2017
Ron Otkin, Finance Director
Page 2
A second copy of this letter is provided for your records.
We hope that you have enjoyed working with us and we appreciate the opportunity to
propose continuing services for the City of Hugo. If you have any questions, please feel
free to call.
Sincerely,
SMITH, SCHAFER AND ASSOCIATES, LTD.
C. A/A
ason C. Miller, CPA
Principal
Response:
On behalf of the City of Hugo, I am in agreement with the terms listed in this letter.
Signature:'12
Title:
Date:
Agenda Number
CITY OF H UGO COMMUNITY
DEVELOPMENT DEPARTMENT
M emorandum
TO: Bryan Bear, City Administrator
FROM: Rachel Lei tz, Community Development Assistant
SUBJECT: Christopher Clausen. Encroachment agreement to locate an accessory
structure within a drai nage and uti I i ty easement on the property located at
15995 Fi nl ey Avenue North.
DATE: August 15, 2017 for the Council Meeting of August 21, 2017
1. PROPOSED MOTION:
Receive approval of an encroachment agreement for Christopher Clausen for an accessory
structure located at 15995 Finley Avenue North for signature by Mayor and City Clerk.
2. OVERVIEW:
The applicant is requesting to construct a 256 square foot accessory structure to be located in the
rear yard. This property is a large residential property at .52 acres and has a drainage and utility
easement that covers the majority of the rear yard, beginning 10 ft. from the back of the home.
The drainage and utility easement covers a large wetland complex in the Creekview Preserve
development. The accessory structure would be located approximately 33 feet from the rear
property line and approximately 36 feet from the north side property line. There is a ditch that
runs through the applicant's property and staff has requested the structure be setback at least 15
feet from the top of the ditch for future maintenance. Staff finds that the placement of the
accessory structure would have no negative impact on utilities or drainage in the area.
3. STAFF RECOMMENDATION:
Staff recommends that the City Council approve an encroachment agreement for Christopher
Clausen for an accessory structure located at 15995 Fi nl ey Avenue North.
ATTACHMENTS:
1. Location map
2. Resolution
3. Site Survey
4. Encroachment Agreement
f�a.
f,w
RESOLUTION 2017 -
APPROVING AN ENCROACHMENT AGREEMENT FOR CHRISTOPHER
CLAUSEN TO ALLOW CONSTRUCTION OF AN ACCESSORY STRUCTURE
WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY
LOCATED AT 15995 FI NLEY AVENUE NORTH
WHEREAS, an application has been f i I ed by Christopher Clausen that requests approval
of an encroachment agreement to al I ow construction of an accessory structure to be
located within a drainage and utility easement on the property located at 15995 Finley
Avenue North, I egal I y described as fol I ows;
Lot 20, Block 1, Creekvi env Preserve 2nd Addition, Washington County, Minnesota
WHEREAS, the City Council has fully considered the request for the encroachment
agreement, with the following conditions:
1. A building permit must be submitted, reviewed, and approved by the Building
Department, pri or to i nstal I ati on.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF
THE CITY OF H U GO, MINNESOTA, that it should and hereby does approve the
encroachment agreement for Christopher Clausen on the property located at 15995 Finley
Avenue North.
ADOPTED by the City Council this 21"' day of August, 2017
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
HOUSE STAKING / SITE PLAN
FOR: Homes Plus
LEGAL DESCRIPTION: Lot 20, Block 1, CREERVIEW PRESERVE 2ND ADDITION, Washington County, Minnesota.
HOPE FOR Chris Johnson —
I.ErEND
■ - 0enctas wood hub set sass - Denotes proposed elevation NORTH
- Oenotea Iron pips set see. - Dano tes proposed elevation q 30
• - denotes iron pipe found vo rying from development plan^�
-� -
Denotes direction of flow C4i:5 - As built elevation
'sae s - Denotes existing elevation INM
—020, - Denotes proposed contours
� gla-- Denotes existing contours
Y'M-plai
aa�
,fie
AV't
GRAM,/ O&C
y TOP
;•ecevAn
,4 r
The minimum lowest floor elevation shall be Tw
feet above the 100 year flood me,
above the high groundwater mai.
greater.
:ORAINAGE & UTILITY EASEMENT PER PLA'.
N89 a40 b2"
914
r �r •�-iHll.t --ym
914
�Sa0 sant J~.- 910 V
s.{ /ori:
/J
_ 6
i S9 R
~ ,r Existing =a
House
Prapoea0
209.08
WETLAND
KKim2O Flastl�9i&O
NWL�9R.0
Qy \
Q
1..=�
a; Dedk $ 1
"All 94d
alis f
-1
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LOT 19
Note:
—Slope finished grade under porch to .
walkout elevation at side of house.
—May need to add to retaining wall.
—Service stubs are in proposed driveway.
DEVELOPMENT PLAN
PROPOSED AS BUILT VARIANCE
House Type
- Wo
WO
Bsmt. Floor Elev
- 920.0
920.0
Garage Floor Elev
- 927.0
926.6
Entry Floor Elev.
-
- 30
Top of Foundation
- 926.0
_
927.7
Walk -out Elev
- 820.0
920.0
Look -out Elev.
-
US
/APPROVED
Date
—
6aueuK omew
CITY OF HUGO
r G(�tye
I
SETBACKS
REQUIRED
PROVIDED VARIANCE
Front
- 30
30.5
Side _Gore e
- 10 _
_ It
House
- 10
38.6
Rear
- 30
6
As built information
shot
on
By
PROJECT NUMBER ulova
I h•nby aVIIfy that this •uMy plan or npan pnpored by ma or under REVIEWED FOR CONFORMANCE WITH APPROVED PLANS
my dkset s P rvlW- for bWMillp pmol, aPpu.=. antl emslruellon purpoep
' only: that this drawing does not npmsanl a boundary suney aM fin prepeny •. '. herby unify Met the proposal building ft— elevation and Me proposed
Roes Moan h— have not been wnrted; ,hot Mw •o111Mry eew•r depth ar scio elesa,lona shown on Mts Is mrvwy are In accordonw with Now grading
/bwRoe (If shown) and the related he.- eNvallons an from the beet '�Vam approved by the al,Y Engineer ler this rvbdivhbn, unlace no a• a
7 infannaHwl aw,lable aM mMaan
ust be confbin•d by • hoeler prior to ASSOCIATES �orla'x:a alxrva.
•xearaHon; and that I em a duly Resn••d land Surveyor under ,he law• of the
Stare o/ Minnesota. (Ira KIK-
U"
rtes• V a SoaftyiAg
bRelset•rs Iydr•aataW
Signed:`.:-2✓"�� ,:-..+s'LA _ 4ehM
•C Sigurd:
- v1� swY11r, sr ee
1762 Y
Rag. Na.: u' %L-� _ Dain:. Z1yLel o/ leaeww(gMirf kblN•x'•IY Pro/aulaoel Englnear, Rp. Ho.:
as
Ire 1!r,!Mv+ .... -
ENCROACHMENT AGREEMENT
THIS AGREEMENT is made this day of , 2017, by and between
the CITY OF HUGO, a Minnesota municipality (hereinafter "City") and Christopher Clausen
(hereinafter "Owners"), and their successors in title.
WHEREAS, the City has an easement for drainage and utility purposes (the "Easement")
along the westerly portion of Owner's property, which property is legally described as Lot 20,
Block 1, Creekview Preserve 2nd Addition, Washington County, Minnesota; and,
WHEREAS, Owner is desirous of constructing an accessory structure within the
easement area as shown in Exhibit A; and,
WHEREAS, the City will permit the placement of an accessory structure in the area
described herein subject to the terms and conditions hereof.
NOW, THEREFORE, in consideration of the premises and for good and valuable
consideration, the receipt of which is acknowledged, the City will permit the encroachment on its
easement as set forth herein and subject to the conditions set forth below:
1. The Owner and their successors in title may install and maintain an accessory
structure within the Easement, and the accessory structure shall not be installed or maintained
closer than fifteen (15) feet from the top of the ditch. The accessory structure will be constructed
in accordance with City approved plans.
2. No plantings, trees, permanent improvements or structures other than the
accessory structure may be maintained or placed in the easement area.
-1-
3. The Owner shall maintain the accessory structure in good repair and shall not
permit it to be expanded, lengthened or to impair the City's easement or its rights thereunder in
any respect.
4. The encroachment granted to Owner herein is subject to the existing easement
rights of the City as granted in various easements.
5. The City will notify the Owner if it requires removal or relocation of the
accessory structure or any part of it. Thereafter, the Owner shall remove the accessory structure
according to the direction of the City and if the Owner fails to do so, the City may enter upon the
land and remove as much of the accessory structure as required and cast it upon the adjoining
lands. In such an event, the City shall not be liable to the Owner for any costs, loss or damage
whatsoever, and may assess the property for all of its costs incurred in removing the accessory
structure, and the Owner waives all formalities, requirements and defenses arising from or
relating to Minnesota Statutes Section 429 relating to or arising from the work done by the City.
6. To the fullest extent permitted by law, the Owner agree to release, defend, protect,
indemnify, save and hold harmless the City, its agents, directors, employees, shareholders and
contractors against any and all claims, costs and liabilities, including the costs of defense for
damages, injury or death arising from or in any way connected to the installation, maintenance,
repair, removal and/or presence of the accessory structure, regardless of whether such harm is to
the Owner, the City, the employees or officers, guests or invitees of either or any other person or
entity, except the Owner shall not be liable under this paragraph for loss or damage to the extent
resulting from the negligence of the indemnified parties.
7. The permission granted herein is limited exclusively to the proposed accessory
structure within the specified portion of the easement area of the City's Easement. The Owner
-2-
shall not alter the grade or permit such alteration anywhere upon the land upon which the City
has reserved its easement rights without proper express written consent of the City.
8. The Owner shall, at all times, use their best efforts to conduct all of their activities
on said Easement in such a manner as to not interfere with or impede the operation of the City's
Easement and related activities in any manner whatsoever, and shall follow the direction of the
City.
9. This Agreement shall run with the land and inure to the benefit and be binding
upon the parties hereto, their heirs, successors and assigns.
10. Owner shall be responsible for the costs of recording this Agreement with the
Washington County Recorder.
WHEREUPON, the parties have set their hands this day of , 2017.
CITY OF HUGO
I:
Tom Weidt, Mayor
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
Michele Lindau, City Clerk
On this day of , 2017, before me, a Notary Public,
personally appeared TOM WEIDT, Mayor, and MICHELE LINDAU, City Clerk, of the City of
Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed
on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and TOM
WEIDT and MICHELE LINDAU acknowledge said instrument to be the free act and deed of said
City of Hugo.
Notary Public
-3-
Christopher Clausen
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
(Individual Notary)
On this day of , 2017, before me, a Notary Public,
personally appeared Christopher Clausen, who signed the foregoing instrument and acknowledged
said instrument to be their free act and deed.
Notary Public
THIS INSTRUMENT DRAFTED BY:
City of Hugo
14669 Fitzgerald Ave N
Hugo, MN 55038
Exhibit "A"
FOR: Homes Plus
LEGAL DESCRIPTION: Lot 20, Block 1, CREEKVIEW PRESERVE 2ND ADDITION, Washington County, Minnesota.
HOPE FOR Chris Johnson —
IRrEND
■ - Denotes wood hub set sass - Denotes proposed elevation NORTH
- denotes iron pips set 41see. - Dano tes proposed elevation q 30
• - Oenoles iron pipe found �7 vo rying from development plan^�
-� - Denotse atr action of flow C�!.3 - As built elevat ton
'sae s - Denotes existing elevation sr4A IN FM
—020, -Denotes proposed contours
� g16-- Denotes existing contours
The minimum lowest floor elevation shall be Tw
feet above the 100 year flood me I & }�
above etre high groundwater mai. lG Q_ �/DjJ�
greater. V
DRAINAGE & UTILITY EASEMENT PER PLAT
x`"' N89`40b�_ 209.08 —
aeKe�r
F I
~'t ' GRAM i BENC
• TOP
;•ecevAn
,4 r
914
914
_ WETLAND
—"� — qmot
Wye FNWL &6
20
Praposa0 �y
Nouse° ."d {"
Dade &I
00 J/ ,Propy{b
�i�
`.=. xae,6 / i
r Existing g�0 xvee `�',xaze
House me O
xow.a
a
LOT 19
Note:
—Slope finished grade under porch to .
walkout elevation at side of house.
—May need to add to retaining wall.
—Service stubs are in proposed driveway.
DEVELOPMENT PLAN
PROPOSED AS BUILT VARIANCE
House Type
- Wo
WO
Bsmt. Floor Elev
- 920.0
920.0
Garage Floor Elev
- 927.0
926.6
Entry Floor Elev.
-
30
Top of Foundation
- 926.0
_
927.7
Walk -out Elev
- 820.0
920.0
Look -out Elev.
-
e
A / 4�
/APPROVED
pate
—
BauduK mli�w
CITY OF HUGO
SETBACKS
REQUIRED
PROVIDED VARIANCE
Front
- 30
30.5
Side _Gare e
- 10 _
_ It
House
- 10
36.6
Rear
30
6
As built information
shot
on
By
PROJECT NUMBER 01606
If h.nby aMlty that this survey plan or -P-1 pnPund by ma .r uedar REVIEWED FOR CONFORMANCE WITH APPROVED PLANS
my dbwei s perAslon for bWMirp pmol, aPpu.=. antl emslruellon puryoep
' only: that this draw" does not mpree.nl a boundary .uney aM fM prap.Ay •. '. h.nby unify Met fM proposal butdMil ft— .lavation and Me proposed
Roes Moen hert»n have rwl h.es wdned; Ihof Rle a9nllary .ower d.pM ar scia eleva llons shown o thb h rmy am In occordmvw with the greding
/bwRoe (If 'hewn) and HN I.W.d he.- eN,n;IT n. an from iM best approved by M. al,Y Englnaer ler this rvbdivhbn, unlace oeled as a
7 inane tt l eve,labl. aM must be aenfh-W by Me eantraeler prior to ASSOCIATES �odanea abaw.
exaamoHon;
ed that I em a duty f ons.d land Survsysr under the laws of tho
Stale o/ Mlnmsota.
PbsatV a (Ira mise . U"
<
' ! _� IaNInK bRelaelar. ddrsaotesW
Signed:`.:-2✓"�� ,:-..+s'LA _ 4cWNeC Sigurd:
- R� e..ra ru sr es
Ip�y
Rag• Na.: u' % L-� _ Oath:. Z1y2e(o/ leaf�pgelaff kflHs4alo Pro/aulaoel Englnear, Rp. Ho.:
as
RCWD
RICE CREEKWATERSHED DISTRICT
August 9, 2017
Jennifer Sorensen
Area Hydrologist
Division of Ecological and Water Resources
Minnesota Department of Natural Resources
1200 Warner Rd
St Paul, MN 55106
RE: Public Waters Reclassification of Hardwood Creek Segments
Dear Ms. Sorensen:
Previously, Rice Creek Watershed District (RCWD) has not taken an official position on the
reclassification, removing from the public waters inventory (PWI), of two segments of Hardwood Creek
under the DNR Commissioner's Order dated 4/13/2017. However, recent correspondence with RCWD
staff indicates you have recommended that these two segments (noted as segments 3 & 4 onattached
map) be put back on to the PWI. RCWD is providing these comments in response to what we see as an
inappropriate process. Furthermore, we want to be clear that we do not support and object to another
reclassification that would add these segments back to the PWI.
It is important to recount some of the history around the PWI process. It is our understanding that prior
to the PWI, case by case evaluations were made to determine whether a water body was a public water.
in some cases, this was relatively simple to determine, and in other cases it was not as clear and led to
administrative appeals, enforcement action, and litigation. To provide additional clarity and certainty to
the public and agencies on what waters of the state were considered public waters, the legislature
provided authorization for the PWI process to produce lists and maps that would identify what water
bodies would be regulated under the public waters permitting program. The process included an
inventory and classification, public notice, and due process for appealing the designations. The process
moved through the entire state county by county and took approximately ten years to conclude with the
final signed inventory lists by then Commissioner Joseph Alexander.
Over subsequent years, DNR has identified errors in the original inventory and in 2005 the legislature
provided the DNR specific authority to correct errors in the original inventory. We believe the statute is
unambiguous as it clearly states, "correct errors in the original inventory" (emphasis added), which is
what the Commissioners Order concluded as well. We understand the language in MS 103G.201 (e) (2)
(1) is specific to errors in the lists and maps as finally published and delivered to each County Auditor.
We do not believe the statutory language or legislative intent was to have an elastic public waters
inventory that would move a specific water body on and off the list through time. Multiple changes in
4325 Pheasant Ridge Drive NE #6111 Blaine, MN 55449 ( T: 763-398-3070 ( F: 763-398-3088 I www.ricecreek.org
BOARD OF Michael J. Bradley Barbara A. Haake Patricia L. Preiner Steven P. Wagamon John J. Waller
MANAGERS Ramsey County Ramsey County Anoka County Anoka County, Washington County
classification to the same water body create considerable administrative difficulties and confusion for
the regulated public.
We do not believe that waters removed under the correction process outlined in the statute can be
added back under the statute without, at minimum, following the original process outlined in MS
103G.201 (a) to inventory a waterbody. Further, the statute was meant to provide a "stake" in the
ground that determined once and for all the designated public waters going forward. The statute does
not support adding waters that were not inventoried and this is further supported within the statute by
language that specifically uses the term "add" for specific trout streams and segments of waters that
were created as part of other authorized public waters work permits.
Lastly, the Commissioners Order is the culmination of what appears to be a careful and significant
review of the subject Watercourses and the designation process. The findings of fact, order and
conclusions are clearly articulated and documented and speak for themselves.
Therefore, the DNR should not reinstate segments 3 & 4 on the attached map to the public waters
inventory without following the required notice, hearing and appeal processes.
Sincerely,
Phil Belfiori�
Administrator
cc: Bill. Huber, DNR
John Gleason, DNR
Tom Hovey, DNR
Washington County Commissioner Fran Miron
Mayor Ben Winnick, City of Forest Lake
Administrator Aaron Parrish, City of Forest Lake
Mayor Tom Weidt, City of Hugo
Administrator Bryan Bear, City of Hugo
2-
• - • I IIIc .-fir If
DNR Public Watercourse Inventory W E
Modifications in the RCWD 5
o°' s
8
117
i
I:40
� p
.r
a
' y�., �' � ice. ''• '�'
IL
14 ihi,a:u 0
C
` e•+s a �� Miles
PWI Watercourse
Removed PWI Watercourse
Removed PWI Watercourse
I ;T r Suggested for Reinstatement by DNR
A, Aw
W PWI Basin
4 RCWD Boundary
_ Start and End Remove Points
I _ Start
%' RlaLlowed.
RICE CREEK WATERSHED DISTRICT End
:.a'".
RINKE NOONAN
attorneys al law
April 17; 2017 Kdeter@.RinkeNoorrdn.com
Phil Belfiori
Rice Creek Watershed District
4325 Pheasant Ridge Dctive, Suite 611
Blaine, MN 55449
.SENT 'VIA EMAIL & U.S. MAIL
Re: Findings of Fact, Conclusions and Order Revising PWI Maps'
Our File No. 95040-0006
Dear Mr. Belfiori:
Attached please find Findings of Fact, Conclusions and Order Revising the PWI Maps. it removes from
the public waters inventory areas that were believed to be part of public drainage systems and were
identified as public ditches and altered natural Avater courses with heavy Clash lines. They were not
identified in the PWI lists at that time and, therefore, landowners did not have notice that these areas were
being designated as public waters. In 2005, the legislature gave the DNR the authority to revise the PWI
Maps and correct errors. This Order determines that the areas identified In Appendix A, avhich includes
areas. in 71 counties are removed from the County PWI Maps and are removed from the buffer protection
chap.
If you have any questions, please feel free to contact us.
Very Truly 'Yours,
Kurt A. Deter
John C'. Kolb
Kale Van Bruggeii
Enclosure
11F: 300 US €-4d; �aarc
'O Box 1'.'
St tri t %N 55302
www rinketiaonan_corr
1%('1,'
4%
12M07901 Wim Weuershed Dia1ricla.0 ul{es (DIdR EindirtV'
'4f4+:�iio'rOd Ppi
DEPARTMENT OF
NATURAL RESOURCES
STATE OF MINNESOTA
DEPARTMENT OF NATURAL RESOURCES
In the Matter of the Improper Inclusion ) FINDINGS OF FACT,
Of Certain Water Courses within PWI Maps) CONCLUSIONS AND ORDER
for 71 Counties ) REVISING PWI MAPS
FINDINGS OF FACT AND CONCLUSIONS
A. The Public Waters Inventory Process
1. In 1979, the Minnesota Legislature directed the Commissioner of the Minnesota
Department of Natural Resources (DNR) make a preliminary designation of public waters and
wetlands for each county and deliver a copy of the preliminary public waters inventory (PWI)
list and PWI map to the county board for each county. 1979 Minn. Laws, ch. 199, § 7.
2. Within 90 days of receipt of the preliminary PWI list and PWI map for a county,
the county board had the opportunity to submit any recommended changes to the DNR. 1979
Minn. Laws ch. 199, § 7. During this 90 -day period, county boards were directed to hold at
least one public informational meeting on the preliminary PWI list and PWI map developed for
the county. Id.
3. After reviewing any county board response to the preliminary PWI list and PWI
map, the DNR had the opportunity to make revisions. 1979 Minn. Laws. ch. 199, § 7. The
revised list and map were then filed with the county recorder and published in the official
county newspaper. Id. The published notice detailed an appeal process available to those
counties or citizens wishing to challenge the inclusion of a water basin, watercourse, or wetland
on the PWI list and PWI map. Id.
4. The PWI maps developed through this process "show the waters of this state
that are designated as public waters under the public waters inventory and classification
procedures prescribed" by the Legislature in 1979. See Minn. Stat. § 103G.201(a) (2016).
B. PWI Mapping Errors Are Identified During Development of Buffer Protection Map
5. In 2015, the Legislature directed the DNR to establish and maintain the buffer
protection map identifying water resources subject to buffer requirements under the state's
new buffer legislation. 2015 Minn. Laws. ch. 4, § 79 codified in Minn. Stat. § 103F.48 (2016).
6. . During the development and refinement of the buffer protection map in 2016
and 2017, the DNR discovered that a subset of watercourses mapped on PWI maps as public
ditches, indicated by heavy dashed lines, were in fact not public ditches. The DNR verified
Minnesota Department of Natural Resources • Ecological and Water Resources
500 Lafayette Road, St. Paul, MN 55155
pubic ditch data with all public drainage authorities. This subset of the watercourses incorrectly
mapped on the PWI maps as public ditches are hereinafter referred to as the "subject
watercourses."
7. The subject watercourses had been depicted on the PWI maps with heavy
dashed lines because it was believed, based on data available at the time of the development of
the PWI, that they were part of public ditch systems and were also altered natural
watercourses within the definition of "public waters" under applicable law. See Minn. Stat.
§ 105.38, subd. 14(i) (1980) recodified in Minn. Stat. § 103G.005, subd. 15(9) (2016).
8. The DNR's determination that the subject watercourses were public ditches was
based on information then available from public drainage authorities and otherwise within
DNR's records at the time of the creation of the PWI maps and lists.
9. The determination that the subject watercourses were altered natural
watercourses within the definition of "public waters" under applicable law was based on the
same criteria applied to other watercourses evaluated for inclusion in the PWI—i.e., defined
bed and bank and drainage area greater than two square miles. See Minn. Stat. § 105.38, subd.
10 (1980) (defining "natural watercourse"), subd. 11 (1980) (defining "altered natural
watercourse") and subd. 14(i) (1980) (including natural watercourse and altered natural
watercourse with total drainage area in excess of two miles within statutory definition of
"public waters").
10. The legend on the PWI maps notes that "Watercourses are identified with a
heavy, dark line" and that "Public Ditches are identified with a dashed line." Hence, the subject
watercourses, being identified at the time as public ditches and altered natural watercourses
were depicted on the PWI maps with heavy dashed lines.
11. The subject watercourses were included on the PWI maps developed in the
inventory process, but were not included in the PWI lists created as part of that process. The
subject watercourses, totaling approximately 640 miles, are located in 71 counties and are
identified in Exhibit A, which is attached hereto and incorporated herein by reference.
12. Because the subject watercourses were not identified on the PWI lists,
landowners did not necessarily know that these waters were, in fact, being designated as public
waters. Accordingly, landowners affected by inclusion of the subject watercourses in the PWI
did not have adequate notification regarding their opportunity to object or. request a hearing to
dispute subject watercourses proposed inclusion in the PWI. See 1979 Minn. Laws, ch. 199 § 7.
In addition, the preliminary PWI maps incorrectly identified these public waters as public
ditches that would be regulated by public drainage authorities.
13. The subject watercourses were included in the final PWI maps, but were not
included on the PWI lists when then -DNR Commissioner Joseph Alexander published the PWI
lists for each county.
C. Legal Authority to Revise PWI
14. The Legislature detailed the procedures for preparing the PWI lists and maps and
the appeal process available to individuals and counties to challenge the inclusion of public
waters or wetlands in the PWI. See 1979 Minn. Laws, ch. 199 § 7.
15. In 2005, the Legislature gave the DNR the authority to revise the PWI map and
list of each county "as needed to correct errors in the original inventory." 2005 Minn. Laws,
ch. 138, § 1 codified at Minn. Stat. § 103G.201 (e)(2)(i) (2016).
16. The DNR addresses requests to "correct errors in the original inventory" on a
case-by-case basis. In undertaking its case-by-case analysis, the DNR considers the history of
the water feature at issue and whether the watercourse in question meets the statutory
definition of "public waters" set forth in Minnesota Statutes Section 103G.005, subd. 15 (2016).
D. The Subject Watercourses Should Be Removed from the PWI
17. The PWI process of designating public waters for inclusion on PWI lists and PWI
maps mistakenly identified the subject watercourses identified in Exhibit A as part of public
ditch systems. The subject watercourses were identified as public waters that were part of a
public ditch system and were depicted by heavy dashed lines on the PWI maps. The subject
watercourses are a subset of all watercourses shown on the PWI map as heavy dashed lines.
18. Although depicted as heavy dashed lines on the PWI maps, the subject
watercourses were not listed in the PWI lists provided to counties for comment or in the PWI
lists published for comment in official county newspapers. Accordingly, proper notification that
the subject watercourses were intended to be designated as public waters was not provided to
counties or adjacent landowners such that they would have had sufficient notice to allow them
to contest the inclusion of these watercourses in the PWI.
19. The failure to include the subject watercourses in the relevant PWI lists that
were circulated and published for comment constitutes as an error in the original inventory
within the meaning of Minnesota Statutes Section 103G.201(e)(2)(i) (2016).
20. Because proper notice of the inclusion of the subject watercourses in the PWI
lists was not provided as required by Chapter 199 of 1979 Minnesota Laws, the subject
watercourses should be removed from the PWI.
21. The DNR may review the subject watercourses for possible inclusion in the PWI
in the future, subject to requisite public comment opportunity prior to any additions to the
PWI.
3
ORDER
Based upon the foregoing Findings of Fact and Conclusions contained herein and
records before the agency, the DNR directs the following revisions to the relevant PWI maps in
order to correct errors in the original inventory process:
1. The subject watercourses identified in Exhibit A are removed from the county PWI
maps.
2. The subject watercourses identified in Exhibit A are removed from the buffer
protection map.
Notice of any revision to the county PWI maps resulting from this Order shall be sent
to the auditor of each affected county in accordance with Minnesota Statutes
Section 103G.201(a) (2016).
APPEAL
The foregoing constitutes a final Order of the Commissioner and is subject to review by
certiorari in accordance with the procedures of Minnesota Statutes chapter 606.
Approved and adopted this 13th day of April 2017,
STATE OF MINNESOTA
DEPARTMENT OF NATURAL RESOURCES
d U -
Luke Skinner
Director, Division of Ecological and Water Resources
4
Appendix_ A: Watercourses to be removed from the Public Waters Inve
Start Point End Point
County I UTM X I UTM Y I TWN-RNG-SEC I UTM X
Map
UTM Y TWN-RNG-SECSegment
I Length (mi)
Aitkin
484092.6
5130054.6
T:44 R:23 S:2
484430.6
5129857.1
T:44 R:23 S:2
0.30
Aitkin
483738.0
5131878.7
T:45 R:23 S:35
484238.0
5132045.0
T:45 R:23 S:35
0.45
Aitkin
442244.2
5157019.5
T:47 R:27 S:9
442533.5
5158449.4
T:47 R:27 S:4
1.97
Aitkin
454210.7
5142464.9
T:46 R:26 S:26
452634.7
5141987.4
T:46 R:26 S:34
1.16
Aitkin
443214.2
5199097.9
T:52 R:27 S:34
442429.5
5199811.9
T:52 R:27 S:34
0.66
Aitkin
458298.4
5192707.4
T:51 R:25 S:20
457633.0
5192978.6
T:51 R:25 S:19
0.47
Aitkin
454806.6
5175702.8
T:49 R:26 S:14
454763.0
5174797.9
T:49 R:26 S:14
0.70
Aitkin
441759.6
5199779.5
T:52 R:27 S:33
442040.8
5200353.2
T:52 R:27 S:34
0.44
Aitkin
454114.9
5196181.2
T:51 R:26 S:11
453250.7
5194554.6
T:51 R:26 S:14
2.62
Aitkin
457363.1
5199435.9
T:52 R:25 S:31
457358.6
5198918.1
T:51 R:25 S:6
0.32
Aitkin
464275.6
5173185.0
T:49 R:25 S:23
464871.5
5173368.7
T:49 R:25 S:24
0.46
Aitkin
489960.6
5163268.0
T:48 R:22 S:28
490711.4
5162969.0
T:48 R:22 S:27
0.55
Aitkin
486368.0
5162965.8
T:48 R:22 S:30
487522.4
5161253.4
T:48 R:22 S:32
1.37
Aitkin
490282.0
5163279.0
T:48 R:22 S:22
490648.2
5163339.4
T:48 R:22 S:22
0.23
Aitkin
473708.2
5194520.0
T:51 R:24 S:14
471680.4
5196486.8
T:51 R:24 S:10
1.97
Aitkin
474394.9
5203593.0
T:52 R:24 S:13
473670.0
5203910.0
T:52 R:24 S:14
0.54
Becker
265691.9
5209797.6
T:141 R:43 S:25
266732.2
5207256.5
T: 141 R:43 S:36
1.97
Becker
266516.4
5213725.5
T:141 R:43 S:12
265708.1
5210599.1
T:141 R:43 S:24
Becker
266259.1
5209278.3
T:141 R:43 S:25
266233.1
5209697.4
T:141 R:43 S:25
0.27
Becker
267879.4
5199492.8
T:140 R:43 525
266848.8
5198130.1
T:140 R:43 5:36
1.31
Becker
275572.4
5193383.1
T:139 R:42 S:14
275630.6
5192898.9
T:139 R:42 S:14
0.35
Becker
273656.2
5208753.8
T:141 R:42 S:27
273265.7
5208602.9
T:141 R:42 S:27
0.33
Becker
275435.5
5195921.9
T:139 R:42 S:2
275691.8
5195669.3
T:139 R:42 S:2
0.25
Becker
275898.2
5178767.4
T:138 R:42 S:36
275338.7
5178956.6
T:138 R:42 S:36
0.40
Becker
271292.7
5183683.0
T:138 R:42 S:16
271016.2
5183775.5
T:138 R:42 S:16
0.19
Becker
305790.7
5176747.7
T:138 R:38 S:31
306283.9
5179627.4
T:138 R:38 S:30
2.77
Becker
304385.1
5177880.2
T:138 R:39 S:36
302044.9
5184670.4
T:138 R:39 S:10
5.79
Becker
304861.3
5177989.8
T:138 R:39 S:36
305743.4
5178342.7
T:138 R:38 S:31
0.79
Becker
304433.7
5177866.4
T:138 R:39 S:36
304385.1
5177880.2
T:138 R:39 S:36
0.03
Beltrami
318610.7
5367472.5
T:157 R:37 5:7
318625.6
5367457.0
T:157 R:37 S:7
0.02
Beltrami
318553.9
5367541.5
T:157 R:37 S:7
318575.7
5367519.1
T:157 R:37 S:7
0.03
Beltrami
318261.5
5367934.3
T:157 R:37 S:6
318453.3
5367712.2
T:157 R:37 S:7
0.29
Beltrami
387971.2
5324120.0
T:153 R:30 S:21
388874.5
5324149.0
T:153 R:30 S:21
0.85
Beltrami
385515.0
5323765.0
T:153 R:30 S:19
385853.7
5322110.2
T:153 R:30 S:30
1.26
Beltrami
388874.5
5324149.0
T:153 R:30 S:21
389210.8
5324267.9
T:153 R:30 S:22
0.26
Benton
433961.5
5049276.2
T:36 R:28 S:20
435917.2
5049841.4
T:36 R:28 S:21
1.35
Benton
415750.4
5068090.3
T:38 R:30 S:28
416117.9
5067782.5
T:38 R:30 S:28
0.42
5
Appendix A 4/12/2017 page 2 of 14
Start Point
End Point
Segment
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Big Stone
230351.1
5048981.6
T:124 11:46 S:20
230411.0
5047479.9
T:124 R:46 S:28
1.24
Big Stone
245760.5
5053167.9
T:125 R:45 S:36
245532.4
5051580.4
T:124 RAS S:1
1.30
Big Stone
245676.1
5050096.9
T:124 13:45 S:12
246281.9
5049016.6
T:124 11:45 S:13
0.78
Big Stone
245380.4
5038563.1
T:123 11:45 S:24
245410.1
5038762.4
T:123 R:45 S:13
0.18
Big Stone
245525.4
5038184.4
T:123 11:45 S:24
245377.7
5038515.0
T:123 R:45 S:24
0.25
Big Stone
241952.2
5028917.1
T:122 11:45 S:22
242377.0
5028973.0
T:122 R:45 S:22
0.37
Big Stone
240931.6
5028668.4
T:122 11:45 S:21
241249.4
5028872.5
T:122 R:45 S:21
0.44
Big Stone
239346.4
5038132.3
T:123 11:45 S:20
238588.2
5039858.1
T:123 11:45 S:17
1.42
Big Stone
239346.4
5038132.3
T:123 11:45 S:20
242362.0
5040522.0
T:123 11:45 S:10
2.96
Big Stone
209364.6
5046348.4
T: 124 R:48 S:31
210068.3
5046248.1
T:124 11:48 S:32
0.50
Big Stone
216579.4
5050798.3
T:124 R:48 S:13
217666.1
5050684.5
T:124 11:48 S:13
0.69
Blue Earth
424192.6
4897823.6
T:109 11:26 S:21
425070.9
4898605.7
T:109 11:26 S:22
1.41
Blue Earth
424904.6
4881219.9
T:107 11:26 S:10
425044.7
4880390.0
T:107 11:26 SAS
0.89
Blue Earth
429217.1
4877926.0
T:107 11:25 S:30
429376.3
4877788.5
T:107 11:25 S:30
0.14
Blue Earth
435600.0
4879651.4
T:107 R:25 S:14
437015.9
4880137.5
T:107 11:25 S:13
1.84
Blue Earth
398751.5
4860175.3
T:105 R:29 S:24
398345.8
4859529.5
T:105 11:29 S:24
0.62
Blue Earth
396514.2
4861469.7
T:105 R:29 S:14
393228.1
4858474.1
T:105 11:29 S:29
3.94
Blue Earth
390509.2
4888369.4
T:108 R:29 S:19
390508.8
4888369.5
T:108 11:30 S:24
0.00
Brown
373209.2
4886368.4
T:108 R:31 S:32
373205.1
4886789.9
T:108 11:31 S:32
0.26
Brown
390508.8
4888369.5
T:108 R:30 S:24
388095.0
4887086.0
T:108 R:30 S:26
2.06
Brown
383531.0
4898214.9
T:109 11:30 S:20
382387.3
4897429.4
T:109 R:30 S:30
1.16
Brown
376728.2
4896004.1
T:109 11:31 S:34
376270.4
4896028.0
T:109 11:31 S:34
0.35
Brown
364876.8
4903501.5
T:109 R:32 S:4
362098.7
4904579.0
T:109 11:32 S:6
2.13
Brown
345909.8
4905023.4
T:110 R:34 S:33
345466.0
4904893.2
T:109 11:34 S:4
0.35
Brown
352115.1
4899180.1
T:109 R:33 S:19
349392.3
4900481.7
T:109 11:34 S:13
2.02
Brown
342412.1
4897656.4
T:109 13:34 S:30
344491.0
4896685.9
T:109 R:34 S:33
1.81
Carlton
513610.8
5159911.2
T:48 R:20 S:36
515717.3
5166604.7
T:48 11:19 S:7
8.75
Carlton
515836.0
5167104.1
T:48 R:19 S:7
516253.4
5167965.8
T:48 11:19 S:6
0.65
Carlton
514762.2
5164339.8
T:48 R:19 S:19
514803.5
5164360.1
T:48 R:19 S:19
0.04
Carlton
515802.2
5165400.5
T:48 11:19 S:18
515779.8
5165434.4
T:48 R:19 S:18
0.03
Carlton
515758.1
5165468.9
T:48 11:19 S:18
515671.6
5165604.2
T:48 11:19 S:18
0.16
Carlton
524802.0
5178194.5
T:49 R:18 S:6
524334.0
5172326.0
T:49 11:19 S:25
4.23
Carlton
523228.8
5177218.6
T:49 11:19 S:12
520359.4
5179139.3
T:49 R:19 S:3
2.36
Carlton
523233.8
5177218.4
T:49 11:19 S:12
523232.0
5177218.5
T:49 R:19 S:12
0.00
Carlton
523363.6
5177179.7
T:49 11:19 S:12
523318.4
5177183.7
T:49 11:19 S:12
0.03
Carlton
524400.6
5177125.0
T:49 11:19 S:12
524071.2
5177119.3
T:49 R:19 S:12
0.21
Carlton
521904.4
5171120.1
T:49 11:19 S:35
520298.1
5170325.4
T:49 11:19 S:34
1.40
Carlton
522609.2
5171463.5
T:49 11:19 S:26
521928.8
5171132.7
T:49 R:19 S:35
0.47
Carlton
521690.2
5171009.9
T:49 R:19 S:35
521885.0
5169110.1
T:48 R:19 S:2
1.21
Carlton
521885.0
5169110.1
T:48 R:19 S:2
521912.9
5168516.6
T:48 11:19 S:2
0.39
Carlton
521918.2
5168517.3
T:48 R:19 S:2
521925.0
5168518.3
T:48 11:19 S:2
0.00
Carlton
520796.1
5170407.1
T:49 11:19 S:34
520755.4
5170361.6
T:49 R:19 S:34
0.04
Appendix A 4/12/2017 page 2 of 14
Appendix A 4/12/2017 page 3 of 14
Start Point
End Point
f
Segment
County
UTM X
f UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Carver
438706.5
4963698.0
T:116 R:25 S:25
436046.1
4966250.8
T:116 13:25 S:22
4.39
Carver
439495.6
4964674.1
T: 116 R:24 S:19
440384.8
4965307.4
T:116 R:24 S:19
0.96
Carver
438654.1
4960673.3
T:115 R:25 S:1
438119.0
4958384.7
T:115 11:25 S:12
2.03
Carver
436316.4
4957866.0
T:115 R:25 S:14
436013.7
4958045.5
T:115 11:25 S:15
0.22
Carver
437234.5
4958022.5
T:115 R:25 S:14
437225.8
4958000.2
T:115 R:25 S:14
0.01
Carver
431132.6
4953509.2
T:115 R:25 S:29
430966.6
4953456.9
T:115 R:25 S:31
0.12
Carver
430820.4
4949717.0
T:114 R:25 S:7
430688.5
4949479.6
T:114 R:25 S:7
0.18
Carver
424369.8
4956418.5
T:115 R:26 S:21
423987.8
4956824.0
T:115 R:26 S:21
0.39
Carver
430215.6
4957257.3
T:115 R:25 S:18
430391.9
4956745.4
T:115 1325 S:18
0.44
Carver
428217.2
4978564.9
T:117 R:26 S:11
427798.6
4978428.8
T:117 R:26 S:11
0.29
Carver
432983.9
4969406.5
T:116 R:25 S:9
432991.4
4969323.9
T:116 R:25 S:9
0.05
Carver
433212.7
4968082.0
T:116 R:25 S:9
433968.6
4966691.5
T:116 R:25 S:16
1.16
Cass
372806.6
5137955.5
T:134 R:32 S:36
372046.5
5139459.6
T:13411:32 S:25
1.31
Cass
365931.9
5159119.3
T:136 R:32 S:20
368577.5
5163710.7
T:136 R:32 S:10
3.81
Cass
368577.5
5163710.7
T:136 R:32 S:10
369971.6
5165048.2
T:136 R:32 S:3
1.38
Cass
397071.4
5168010.5
T:137 11:29 S:28
396566.1
5168205.3
T:137 11:29 S:28
0.35
Cass
380287.4
5178899.2
T:138 R:31 S:23
380657.3
5180842.1
T:138 11:31 S:14
1.48
Cass
368975.0
5134363.7
T:133 R:32 S:10
368958.1
5134347.5
T:133 R:32 S:10
0.01
Chippewa
321914.5
4983831.6
T:118 R:37 S:36
321176.7
4984419.7
T:118 11:37 S:36
0.66
Chippewa
280251.5
4989393.8
T: 118 R:41 S:15
277420.5
4991514.6
T:118 R:41 S:8
2.43
Chippewa
279978.5
4989430.1
T: 118 R:41 S:15
280054.6
4989091.3
T:118 13:41 S:22
0.30
Chippewa
279585.9
4995808.2
T: 119 R:41 S:28
279486.1
4995896.3
T:119 R:41 S:28
0.10
Chippewa
319038.7
4997666.7
T:119 R:37 S:15
319076.0
4997804.5
T:119 R:37 S:15
0.10
Chippewa
319973.8
4996014.9
T:119 R:37 S:23
321917.6
4997513.8
T:119 R:37 S:24
2.10
Chippewa
319072.0
4997813.3
T:119 R:37 S:15
319082.7
5000881.8
T:119 R:37 S:3
2.68
Chisago
505681.4
5041608.0
T:35 R:21 S:14
504962.1
5041623.1
T:35 11:21 S:14
0.64
Chisago
498256.5
5054094.3
T:36 R:21 S:6
494214.0
5053757.9
T:36 11:22 S:3
2.91
Chisago
505297.1
5051303.7
T:36 R:21 S:11
505500.6
5050500.0
T:36 R:21 S:14
0.71
Chisago
503103.5
5044876.7
T:36 R:21 S:34
502699.7
5044894.2
T:36 13:21 S:33
0.26
Clay
242751.1
5213378.6
T:141 R:45 S:15
249494.4
5214360.6
T:141 R:44 S:8
5.47
Clay
235570.3
5181185.5
T:138 R:46 S:35
235268.1
5181482.2
T:138 11:46 S:27
0.38
Clay
235268.1
5181482.2
T:138 R:46 S:27
234894.3
5182833.5
T:138 R:46 S:27
0.91
Clay
231101.5
5195255.3
T:139 R:46 S:18
231603.6
5195159.8
T:139 11:46 S:17
0.35
Cottonwood
321092.2
4872058.4
T:106 R:37 S:13
320604.3
4872054.8
T:106 R:37 S:13
0.31
Cottonwood
302240.5
4863008.3
T:105 R:38 S:18
302223.5
4863011.4
T:105 R:39 S:13
0.01
Cottonwood
337512.6
4881442.6
T:107 R:35 S:15
336632.4
4881507.8
T:107 11:35 S:16
0.85
Cottonwood
336160.2
4880976.0
T:107 R:35 S:21
336632.4
4881507.8
T:107 11:35 S:16
0.59
Cottonwood
314677.4
4877892.8
T:107 R:37 S:32
315196.3
4877260.6
T:107 11:37 S:32
0.60
Cottonwood
317141.2
4872745.5
T:106 R:37 S:15
317180.6
4872025.8
T:106 R:37 S:15
0.54
Cottonwood
306317.9
4885193.3
T:107 R:38 S:9
306170.9
4885388.6
T:107 R:38 S:4
0.25
Cottonwood
337420.0
4881530.6
T:107 R:35 S:15
337370.9
4881584.0
T:107 R:35 S:15
0.05
Crow Wing
431305.7
5131751.8
T:45 R:28 S:33
428583.5
5131145.2
T:44 11:28 S:6
2.24
Appendix A 4/12/2017 page 3 of 14
- Start Point I End Point I
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
U M Y
TWN-RNG-SEC
Segment
Length (mi)
Crow Wing
402078.8
5125032.1
T:44 11:31 S:28
402968.3
5123594.9
T:44 11:31 S:28
1.22
Crow Wing
412273.0
5142719.2
T:46 11:30 S:28
411848.4
5142227.9
T:134 11:28 S:12
0.43
Crow Wing
420099.2
5135432.0
T:45 11:29 S:20
420337.4
5136108.4
T:45 11:29 S:20
0.45
Crow Wing
414300.8
5143621.7
T:46 13:30 S:27
413795.7
5144571.5
T:134 R:27 S:6
0.72
Crow Wing
413184.5
5144332.3
T:134 11:27 S:6
413154.4
5144331.8
T:134 R:27 S:6
0.02
Crow Wing
398061.4
5167267.0
T:137 11:29 S:27
397071.4
5168010.5
T:137 11:29 S:27
0.88
Crow Wing
434603.2
5156924.2
T:47 11:28 S:15
434618.0
5156630.2
T:47 R:28 S:14
0.18
Crow Wing
413810.5
5129280.3
T:44 11:30 S:10
413724.0
5128942.8
T:44 11:30 S:10
0.23
Crow Wing
414318.6
5128686.8
T:44 11:30 S:10
414581.7
5128676.0
T:44 11:30 S:10
0.16
Dodge
500596.2
4874423.5
T:107 11:18 S:33
500801.5
4874213.5
T: 106 R:18 S:4
0.19
Dodge
497127.3
4873606.5
T:106 11:18 S:6
496347.2
4873729.6
T: 106 R:18 S:6
0.52
Dodge
513712.4
4866733.5
T:106 11:17 S:26
512430.2
4866861.6
T:106 11:17 S:27
1.10
Douglas
296962.2
5088369.5
T:128 R:39 S:7
296971.3
5089034.0
T:128 R:39 S:6
0.82
Douglas
299835.2
5090039.1
T:129 13:39 S:34
301168.1
5090911.7
T:129 R:39 S:34
1.32
Douglas
298683.5
5090309.6
T:129 R:39 S:33
298723.1
5090308.1
T:129 11:39 S:33
0.02
Douglas
299170.0
5090213.2
T:129 R:39 S:33
299311.4
5090140.4
T:129 11:39 S:33
0.10
Douglas
297128.0
5089549.1
T:128 11:39 S:6
298192.0
5090040.5
T:129 R:39 S:33
0.85
Douglas
293083.2
5100750.3
T:130 11:40 S:35
293074.3
5101290.0
T:130 R:40 S:35
0.38
Douglas
304862.4
5105676.7
T:130 R:39 S:13
305044.7
5105533.9
T:130 11:39 S:13
0.31
Douglas
327468.4
5078077.1
T:127 R:36 S:4
328282.4
5079279.0
T:128 R:36 S:33
1.32
Douglas
322432.6
5086714.0
T:128 13:37 S:11
322839.9
5086819.8
T:128 11:37 S:12
0.26
Faribault
432278.6
4845679.6
T:104 R:25 S:33
436514.9
4840464.1
T:103 11:25 S:23
5.23
Faribault
433978.9
4845150.6
T:103 11:25 S:3
438168.5
4843797.1
T:103 R:25 S:12
2.99
Faribault
435197.3
4843555.1
T:103 11:25 S:11
438146.8
4841828.0
T:103 11:25 S:13
2.45
Faribault
441410.4
4849667.4
T:104 R:24 S:21
444621.5
4848552.3
T:104 R:24 S:27
2.52
Faribault
439291.1
4850124.8
T:104 R:24 S:19
440829.9
4849203.2
T:104 11:24 S:20
1.34
Faribault
409895.4
4835575.2
T:102 11:27 S:6
408441.6
4835352.2
T:102 11:28 S:1
1.56
Faribault
438637.7
4835287.4
T:102 11:24 S:6
440095.9
4836219.7
T:103 R:24 S:32
1.29
Faribault
414203.5
4830807.8
T:102 11:27 S:22
414979.4
4829927.6
T:102 11:27 S:22
1.36
Faribault
437344.2
4821967.6
T:101 R:25 S:13
437615.8
4816864.0
T:101 11:25 S:36
3.53
Faribault
443930.5
4841096.7
T:103 11:24 S:15
445094.9
4841494.9
T:103 13:24 S:14
0.85
Faribault
410044.1
4832595.5
T:102 11:27 S:18
404971.0
4830515.6
T:102 13:28 S:22
6.30
Faribault
407268.8
4831720.2
T:102 11:28 S:14
406896.2
4829869.9
T:102 13:28 S:23
2.14
Freeborn
481188.2
4841067.3
T:103 11:20 S:16
480995.2
4840491.3
T:103 R:20 S:16
0.51
Freeborn
480551.5
4849554.2
T:104 11:20 S:21
481560.3
4850065.1
T:104 R:20 S:21
0.87
Freeborn
477282.5
4844491.2
T:103 11:20 S:6
477348.0
4843951.9
T:103 11:20 S:6
0.38
Freeborn
471375.0
4817061.2
T:101 11:21 S:33
470998.5
4816997.4
T:101 R:21 S:33
0.25
Freeborn
479085.5
4824378.8
T:101 11:20 S:8
479508.5
4825176.4
T:101 11:20 S:5
0.97
Freeborn
470163.9
4843702.7
T:103 11:21 S:5
469885.0
4843979.3
T:103 11:21 S:5
0.30
Freeborn
469885.0
4843979.3
T:103 11:21 S:5
469250.2
4844302.0
T:103 11:21 S:5
0.85
Freeborn
465532.0
4832298.6
T:102 11:22 S:13
465420.0
4832070.6
T:102 13:22 S:14
0.16
Freeborn
478523.8
4855043.4
T:105 R:20 S:31
478528.1
4855023.5
T:104 11:20 S:5
0.01
Appendix
A
4/12/2017
page 4 of
14
Start Point
End Point
Segment
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Goodhue
509568.2
4931373.3
T:112 11:17 S:5
509043.8
4931684.8
T:112 R:17 S:5
0.51
Grant
268773.3
5077341.1
T:127 R:42 S:17
271099.6
5075590.5
T:127 11:42 S:21
2.44
Grant
274782.4
5081316.7
T:128 R:42 S:36
275015.4
5081399.5
T:128 11:42 S:36
0.22
Grant
275259.6
5081671.0
T:128 11:42 S:36
276207.5
5081867.0
T:128 13:42 S:36
0.66
Grant
267932.5
5083398.2
T:128 11:42 S:30
268230.0
5083576.5
T:128 11:42 S:29
0.22
Grant
279686.0
5076840.1
T:127 11:41 S:16
279867.6
5076252.5
T:127 11:41 S:16
0.42
Hennepin
469844.4
4970655.0
T:116 11:21 S:6
468790.1
4971689.0
T:117 11:21 S:31
1.27
Hennepin
464444.8
4965153.8
T:116 11:22 S:22
464134.2
4967721.0
T:116 11:22 S:15
2.15
Hennepin
464853.1
4967231.0
T:116 11:22 S:15
465047.1
4967714.0
T:116 11:22 S:15
0.37
Hennepin
460481.5
4972619.0
T:117 11:22 S:32
460506.9
4973683.5
T:117 11:22 S:29
0.69
Hennepin
454597.6
4980046.5
T:117 11:23 S:3
455184.7
4980658.6
T:117 R:23 S:3
0.71
Hennepin
468207.6
4980773.1
T:118 11:22 S:36
467486.7
4982463.5
T:118 11:22 S:25
1.36
Hennepin
473318.7
4983414.8
T:29 R:24 S:18
472334.5
4983988.3
T:118 R:21 S:21
1.05
Hennepin
472048.0
4984308.4
T:118 11:21 S:21
471829.4
4984711.2
T:118 11:21 S:21
0.29
Hennepin
475375.0
4987868.3
T:118 11:21 S:11
474847.6
4987710.9
T:118 11:21 S:10
0.36
Hennepin
476705.2
4995084.9
T:119 R:21 S:13
471896.1
4995106.2
T:119 11:21 S:16
3.08
Hennepin
452593.4
4999892.2
T:119 11:23 S:4
452486.2
4999520.2
T:119 11:23 S:4
0.26
Hennepin
457190.6
4987590.8
T:118 11:23 S:11
457064.6
4987842.8
T:118 11:23 S:11
0.20
Hennepin
446913.1
4994904.5
T:119 R:24 S:23
447254.2
4995284.5
T: 119 11:24 S:14
0.32
Hennepin
446878.5
4994775.0
T:119 R:24 S:23
446890.4
4994821.4
T:119 11:24 S:23
0.03
Isanti
484412.6
5055852.5
T:37 R:23 S:34
484935.6
5054960.1
T:37 11:23 S:34
0.87
Isanti
465296.1
5058003.4
T:37 R:25 S:22
466033.7
5060322.8
T:37 11:25 S:15
1.74
Isanti
465005.4
5057524.7
T:37 R:25 S:27
465017.6
5057528.1
T:37 11:25 S:27
0.01
Isanti
464741.9
5056288.7
T:37 11:25 S:33
464874.8
5057465.9
T:37 R:25 S:27
0.90
Isanti
485459.3
5060808.5
T:37 R:23 S:15
484991.3
5059746.2
T:37 11:23 S:15
0.78
Isanti
464748.7
5056285.0
T:37 11:25 S:33
464741.9
5056288.7
T:37 R:25 S:33
0.00
Jackson
350448.4
4834933.4
T:102 R:33 5:7
349604.1
4835423.5
T:102 11:34 S:12
1.00
Jackson
335983.5
4825109.5
T:101 11:35 S:10
334201.2
4829642.2
T:102 R:35 S:33
3.62
Jackson
335161.4
4828076.0
T:101 R:35 S:4
334463.3
4828453.9
T:102 11:35 S:33
0.58
Jackson
337413.5
4833366.7
T:102 11:35 S:15
334532.1
4832637.1
T:102 13:35 S:21
2.51
Jackson
336324.4
4838375.7
T:103 11:35 S:34
333601.4
4837917.2
T:103 11:35 S:32
2.97
Jackson
329069.5
4853970.1
T:104 11:36 S:14
328105.8
4853995.0
T:104 R:36 S:15
0.81
Jackson
329472.2
4850131.7
T:104 11:36 S:26
328162.2
4849943.6
T:104 R:36 S:27
1.25
Jackson
314952.5
4836322.1
T:102 R:37 S:8
314501.5
4836663.4
T:102 11:37 S:8
0.40
Jackson
324566.2
4833241.1
T:102 R:36 S:17
327847.4
4835632.3
T:102 R:36 S:10
3.63
Jackson
323454.4
4829779.9
T:102 11:36 S:32
326143.7
4831954.1
T:102 R:36 S:21
3.16
Jackson
317699.5
4827554.3
T:101 11:37 S:3
314721.4
4827132.8
T:101 R:37 S:4
3.07
Jackson
317362.6
4830752.7
T:102 R:37 S:27
314054.8
4830985.4
T:102 R:37 S:29
3.17
Jackson
308426.3
4835096.8
T:102 R:38 S:14
306386.7
4835232.0
T:102 R:38 S:16
1.37
Jackson
302410.1
4821255.0
T:101 11:38 S:30
301632.0
4821194.2
T:101 R:38 S:30
0.70
Jackson
309844.8
4822225.3
T:101 11:38 S:25
309805.3
4821278.4
T:101 R:38 S:25
1.03
Jackson
342566.1
4842021.5
T: 103 R:34 S:20
341849.1
4841589.0
T:103 R:34 S:19
0.65
Appendix
A
4/12/2017
page 5 of
14
Appendix A 4/12/2017 page 6 of 14
Start Point
End Point
Segment
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Jackson
342409.2
4841742.4
T: 103 R:34 S:19
342477.2
4837885.9
T:103 11:34 5:32
3.29
Jackson
342494.6
4838484.0
T:103 R:34 S:32
342469.8
4838484.7
T:103 R:34 S:32
0.02
Jackson
342698.9
4847636.9
T:104 R:34 S:32
337704.5
4847763.0
T:104 11:35 S:34
3.51
Jackson
340671.5
4850441.6
T:104 R:35 S:25
338587.6
4852215.7
T:104 R:35 S:14
3.03
Kandiyohi
325818.8
5001198.9
T:119 R:36 S:5
325536.0
5002119.5
T:119 R:36 S:5
0.70
Kandiyohi
329816.0
5011752.1
T:120 R:36 S:3
329716.3
5012009.0
T:121 R:36 S:35
0.19
Kandiyohi
328235.4
5014236.7
T:121 R:36 S:27
327939.3
5014322.2
T:121 R:36 S:27
0.24
Kandiyohi
323481.6
5029011.2
T:122 R:36 S:7
324491.8
5028441.8
T:122 R:36 S:7
0.88
Kandiyohi
346229.3
5026197.7
T: 122 R:34 S:16
344748.6
5028009.8
T:122 R:34 S:8
2.44
Kittson
209810.7
5427427.6
T:163 R:49 S:23
209828.0
5427699.6
T:163 R:49 S:14
0.17
Kittson
209520.7
5421271.3
T:162 R:49 S:2
210220.6
5421237.6
T:162 R:49 S:1
0.44
Kittson
209455.1
5422406.3
T:162 R:49 S:2
210273.8
5422373.9
T:162 R:49 S:1
0.51
Kittson
210273.9
5422373.9
T:162 R:49 S:1
210355.1
5424037.5
T:163 R:49 S:36
1.03
Kittson
210047.4
5424484.1
T:163 R:49 S:26
210383.5
5425170.8
T: 163 R:49 S:26
0.53
Kittson
216154.7
5411927.3
T:161 R:48 S:4
227418.0
5410907.8
T:161 R:47 S:3
8.21
Kittson
201551.1
5393393.7
T:159 R:50 S:1
201834.5
5392114.2
T:159 11:50 S:12
0.92
Kittson
216835.5
5401922.9
T:160 R:48 S:4
217077.5
5401581.5
T:160 R:48 S:4
0.32
Lac qui Parle
254548.4
5001407.6
T: 119 R:44 S:13
254270.6
5001734.7
T: 119 R:44 S:12
0.27
Lac qui Parle
241395.5
5001660.2
T:119 R:45 S:16
241390.8
5000837.0
T:119 R:45 S:16
0.65
Le Sueur
449816.5
4903535.6
T:110 R:23 S:31
448021.7
4903495.1
T:109 11:24 S:1
1.19
Le Sueur
454532.6
4912348.6
T:110 R:23 S:3
454319.2
4912045.1
T:110 R:23 S:3
0.29
Le Sueur
452120.0
4919548.7
T:111 R:23 S:16
451942.8
4918503.8
T:111 R:23 S:16
0.90
Le Sueur
444952.2
4930900.5
T: 112 R:24 S:3
444909.7
4930526.9
T: 112 R:24 S:10
0.27
Le Sueur
444243.1
4932498.2
T: 113 R:24 S:34
443430.9
4930901.6
T:112 R:24 S:4
1.79
Le Sueur
456952.8
4921071.5
T:111 R:23 S:12
457351.8
4919638.4
T:111 R:23 S:12
1.66
Le Sueur
433632.2
4931409.0
T:112 11:25 S:4
433583.2
4932550.7
T:113 R:25 S:33
0.78
Le Sueur
438859.3
4915869.8
T:111 R:24 S:30
440167.6
4916434.4
T:111 R:24 S:30
1.64
Le Sueur
436459.9
4929526.2
T:112 R:25 S:11
440813.1
4926077.0
T:112 R:24 S:29
6.05
Le Sueur
437934.5
4923414.4
T:112 11:25 S:36
439400.2
4923037.7
T:112 R:24 S:31
1.21
Le Sueur
439025.3
4929213.0
T:112 R:24 S:18
439742.6
4929671.0
T:112 R:24 S:7
0.80
Le Sueur
436720.4
4916130.2
T:111 11:25 S:26
436958.0
4915516.2
T:111 11:25 S:26
0.56
Lincoln
242618.5
4923152.6
T:111 11:45 S:14
242709.4
4922739.2
T:111 R:45 S:23
0.67
Lincoln
249717.5
4922014.5
T:111 11:44 S:21
248348.6
4921868.3
T:111 R:44 S:21
0.87
Lincoln
239556.2
4926468.2
T:111 R:45 S:4
238530.7
4925080.7
T:111 R:45 S:8
1.29
Lincoln
238005.2
4924568.5
T:111 R:45 S:17
238001.2
4924556.2
T:111 R:45 S:17
0.01
Lincoln
236437.9
4937610.0
T:113 R:45 S:31
236595.8
4937380.3
T:112 R:45 S:6
0.18
Lyon
269362.4
4898668.3
T:109 R:42 S:34
269439.5
4897724.8
T:109 R:42 S:34
1.25
Lyon
276070.3
4923144.3
T:111 R:41 S:17
275824.9
4923232.1
T:111 R:41 S:17
0.17
Lyon
263922.1
4904407.6
T:109 11:42 S:7
263818.2
4904402.6
T:109 11:43 S:12
0.06
Lyon
263818.2
4904402.6
T:109 R:43 S:12
263813.1
4904402.6
T:109 R:43 S:12
0.00
Lyon
263818.2
4904402.6
T:109 R:43 S:12
262969.8
4904435.8
T:109 R:43 S:12
0.53
Mahnomen
274690.4
5253286.8
T:145 R:42 S:10
275143.2
5253664.8
T:145 R:42 S:10
0.37
Appendix A 4/12/2017 page 6 of 14
Appendix A 4/12/2017 page 7 of 14
Start Point
End Point
Segment
County
UTM X
I UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Marshall
265849.5
5369526.9
T:157 R:43 S:11
266687.9
5369786.0
T:157 R:43 5:11
0.62
Marshall
266687.9
5369786.0
T:157 13:43 S:11
268937.5
5368518.6
T:157 R:43 5:12
2.85
Marshall
243046.3
5341437.9
T:154 11:45 S:9
243865.7
5341459.6
T:154 R:45 S:9
0.52
Marshall
295071.4
5357096.6
T:156 11:40 S:15
307667.0
5352614.5
T:156 11:39 S:25
11.54
Marshall
293376.9
5373058.7
T:158 11:40 S:27
303423.5
5369990.5
T:158 11:39 S:34
7.76
Marshall
290612.5
5373661.3
T:158 11:40 S:29
293379.3
5373370.8
T:158 11:40 S:27
2.12
Marshall
306360.3
5369087.9
T:157 11:39 S:1
307598.1
5369129.2
T:157 11:39 S:1
0.81
Marshall
306360.3
5369087.9
T:157 11:39 S:1
306413.2
5369045.5
T:157 11:39 S:1
0.04
Martin
357836.4
4821996.1
T:101 R:33 S:23
351888.0
4826937.3
T:101 R:33 S:5
6.13
Martin
387385.0
4855944.9
T:104 R:30 S:2
386809.4
4853381.5
T:104 11:30 S:11
2.80
Martin
379964.8
4856082.9
T:104 R:31 S:1
377615.4
4855438.8
T:104 11:31 S:2
1.75
Martin
376978.8
4855610.3
T:104 11:31 S:2
373581.3
4853530.3
T:104 11:31 S:9
3.02
Martin
37 6735.1
4855316.1
T:104 11:31 S:3
371941.7
4852362.7
T:104 11:31 S:17
5.11
Martin
375114.7
4848172.0
T:104 11:31 S:27
373781.8
4848146.8
T:104 11:31 S:28
0.94
Martin
390396.3
4834454.8
T:102 1129 S:7
390169.1
4834036.3
T:102 11:29 S:7
0.32
Martin
390104.8
4833835.8
T:102 R:29 S:7
390092.8
4833792.9
T:102 11:29 S:7
0.03
Martin
390960.6
4834808.7
T:102 11:29 S:7
390643.9
4834536.4
T:102 11:29 S:7
0.33
Martin
373755.5
4840073.7
T:103 R:31 S:21
373315.0
4839276.2
T:103 11:31 S:28
0.64
Martin
379785.1
4831242.4
T:102 11:30 S:19
378424.9
4831381.0
T:102 11:31 S:24
2.30
Martin
389402.1
4820219.5
T:101 R:30 S:25
388669.7
4819792.5
T:101 11:30 S:25
0.80
McLeod
400333.1
4944273.1
T:114 11:29 S:25
397854.3
4943044.1
T:114 11:29 S:35
2.52
McLeod
407702.3
4962704.9
T:116 11:28 S:35
404073.0
4960143.0
T:115 13:28 S:8
5.75
McLeod
409718.4
4980354.2
T:117 R:28 S:1
408372.6
4979247.6
T:117 R:28 S:11
1.39
McLeod
419740.4
4978038.3
T:117 11:27 S:12
419097.5
4978553.2
T:117 11:27 S:12
0.63
McLeod
408372.6
4979247.6
T:117 11:28 S:11
405733.0
4979184.5
T:117 11:28 S:10
1.83
McLeod
403959.1
4966210.5
T:116 11:28 S:20
402602.3
4967354.3
T:116 13:28 S:17
1.36
McLeod
385312.2
4970410.9
T:116 11:30 S:9
385097.9
4970268.6
T:116 11:30 S:9
0.16
Meeker
373898.1
4976829.4
T:117 11:31 S:20
373376.7
4976576.3
T:117 11:31 S:20
0.41
Meeker
363607.2
4972436.9
T:117 11:32 S:32
362818.0
4972455.4
T:117 11:32 S:32
0.49
Meeker
399645.3
4983478.2
T:118 11:29 S:25
398953.3
4983196.5
T:118 11:29 S:26
0.58
Meeker
362179.7
4997193.3
T:119 11:32 S:18
362125.5
4998262.0
T:119 R:32 S:18
0.79
Meeker
369157.1
5008368.6
T:120 R:32 S:11
367807.3
5006152.4
T:120 11:32 S:15
1.97
Meeker
362598.4
5001467.3
T:120 11:32 S:31
361860.5
4999859.1
T:119 11:32 S:7
1.17
Meeker
389956.6
5018734.5
T:121 R:30 S:2
389634.0
5018499.7
T:121 11:30 S:11
0.27
Mille Lacs
460101.7
5059554.4
T:37 R:26 S:24
460136.0
5060983.2
T:37 11:26 S:13
0.89
Mille Lacs
455964.2
5067687.0
T:38 11:26 S:27
456290.0
5069552.9
T:38 11:26 S:22
1.38
Mille Lacs
451880.7
5062166.5
T:37 R:26 S:7
449662.6
5062950.2
T:37 11:27 S:12
1.93
Mille Lacs
447936.8
5068192.0
T:38 11:27 S:23
447252.0
5067814.6
T:38 11:27 S:26
0.53
Morrison
407460.2
5078681.3
T:39 11:31 S:22
407152.7
5080005.9
T:39 11:31 S:15
0.89
Morrison
392477.9
5120428.6
T:132 R-30 S:24
391178.5
5121521.9
T:132 11:30 S:13
1.17
Morrison
392895.8
5121387.6
T:132 R:29 S:19
392701.8
5123140.9
T:132 11:30 S:12
1.23
Mower
501631.2
4819082.1
T:101 11:18 S:27
502045.5
4819232.1
T:101 11:18 S:27
0.29
Appendix A 4/12/2017 page 7 of 14
Start Point
End Point
Segment
County
UTM XL
UTM Y
TWN-RING-SEC
UTM X
UTM Y
TWN-RING-SEC
� Length (mi)
Mower
498697.2
4823839.2
T:101 R:18 S:8
496973.6
4824894.8
T:101 11:18 S:6
1.40
Mower
496956.3
4840078.4
T:103 11:18 S:19
496042.2
4841092.6
T:103 11:18 S:18
0.97
Mower
503147.0
4840241.3
T:103 R:18 S:23
501313.3
4841303.5
T:103 R:18 S:15
1.75
Mower
521790.3
4842826.3
T:103 11:16 S:11
521555.3
4842540.9
T:103 11:16 S:10
0.26
Murray
296490.4
4858101.5
T:105 11:39 S:33
294256.1
4860262.2
T:105 R:39 S:29
2.64
Murray
294079.9
4860444.3
T:105 R:39 S:30
294512.4
4862425.4
T:105 R:39 S:20
1.69
Murray
294240.0
4860259.7
T:105 R:39 S:29
294079.9
4860444.3
T:105 11:39 S:30
0.19
Murray
302223.5
4863011.4
T:105 R:39 S:13
300638.3
4864240.8
T:105 R:39 S:13
1.29
Murray
290505.3
4884091.1
T:107 11:40 S:14
288966.9
4885257.2
T:107 11:40 S:10
1.41
Murray
291824.9
4883181.2
T:107 R:40 S:13
291855.6
4883284.6
T:107 11:40 S:13
0.07
Murray
293408.5
4882083.9
T:107 R:39 S:19
293033.4
4882677.5
T:107 R:40 S:13
0.54
Murray
291578.9
4882661.8
T: 107 13:40 S:13
291564.4
4882665.1
T:107 13:40 S:14
0.01
Murray
293879.8
4881170.6
T:107 13:39 S:19
293781.8
4881193.1
T:107 11:39 S:19
0.06
Murray
294339.8
4880863.1
T:107 13:39 S:19
294335.3
4880893.5
T:107 R:39 S:19
0.02
Murray
294407.2
4880712.5
T:107 13:39 S:30
294361.9
4880755.3
T:107 11:39 S:19
0.04
Murray
294714.0
4880555.8
T:107 R:39 S:29
294682.3
4880566.1
T:107 11:39 S:30
0.02
Murray
296023.1
4878378.4
T:107 13:39 S:32
295237.2
4880100.6
T:107 11:39 S:29
1.43
Murray
260689.0
4886782.6
T:107 R:43 S:10
260486.1
4887152.4
T:107 R:43 S:3
0.31
Murray
271593.3
4878309.6
T:107 R:42 S:35
270431.1
4877918.3
T:106 R:42 S:3
0.80
Murray
273585.0
4874781.5
T:106 R:42 S:13
272480.9
4873435.9
T:106 11:42 S:13
1.54
Murray
265497.6
4873706.6
T:106 R:42 S:18
265928.6
4873671.6
T:106 R:42 S:20
0.28
Murray
266049.7
4873245.9
T:106 R:42 S:20
268267.1
4872238.8
T:106 R:42 S:21
2.69
Murray
268678.2
4872020.6
T:106 R:42 S:22
269137.1
4871131.4
T:106 R:42 S:27
0.73
Murray
260538.3
4876776.0
T:106 13:43 S:10
259180.2
4877123.6
T:106 R:43 S:10
1.79
Murray
259165.4
4877123.4
T:106 R:43 S:9
256115.8
4881117.0
T:107 R:43 S:29
4.35
Murray
268935.5
4897584.8
T:108 R:42 S:4
268217.8
4896080.6
T:108 R:42 S:9
1.67
Murray
268209.7
4896077.7
T:108 11:42 S:9
267037.9
4894217.3
T:108 R:42 S:17
2.51
Murray
266954.8
4891592.7
T:108 11:42 S:20
266144.4
4891542.5
T:108 R:42 S:20
0.72
Murray
297990.8
4882329.1
T:107 R:39 S:15
297057.5
4883874.9
T:107 R:39 S:9
1.23
Murray
300157.4
4880534.1
T:107 R:39 S:26
299854.8
4880599.7
T:107 R:39 S:23
0.22
Murray
291937.2
4893721.3
T:108 11:40 S:12
291340.6
4893242.5
T: 108 R:40 S:14
0.52
Murray
256418.2
4892480.0
T:108 R:43 S:19
254973.5
4892907.8
T:108 R:43 S:19
1.01
Nicollet
419593.4
4913533.5
T:111 13:26 S:31
418781.1
4913593.2
T:111 R:27 S:36
1.03
Nicollet
398845.9
4899215.8
T:109 13:29 S:24
400027.3
4900291.7
T:109 11:29 S:13
1.73
Nobles
296534.4
4857390.6
T:104 11:39 S:4
296490.4
4858101.5
T:105 R:39 S:33
0.57
Nobles
282582.5
4854747.4
T:104 13:41 S:13
282303.4
4853791.9
T:104 11:41 S:13
0.71
Nobles
288895.8
4840712.9
T:103 R:40 S:27
288691.8
4841497.4
T:103 11:40 S:27
0.64
Nobles
287861.2
4843104.9
T:103 R:40 S:21
286264.3
4844257.6
T:103 R:40 S:17
1.41
Nobles
287693.0
4843102.8
T:103 11:40 S:21
287058.1
4842990.9
T:103 R:40 S:21
0.45
Nobles
287050.5
4843001.5
T:103 11:40 S:21
284585.4
4841998.5
T:103 11:40 S:29
1.84
Nobles
288865.3
4833320.6
T:102 13:40 S:22
289174.1
4834263.1
T:102 13:40 S:14
0.62
Nobles
290398.4
4832485.9
T:102 R:40 S:26
290217.7
4832509.2
T:102 R:40 S:26
0.11
Appendix
A
4/12/2017
page 8 of
14
Appendix A 4/12/2017 page 9 of 14
Start Point
End Point
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Segment
Length (mi)
Nobles
289174.1
4834263.1
T: 102 R:40 5:14
289179.1
4834509.2
T:102 11:40 5:14
0.15
Nobles
282451.1
4822720.8
T:101 R:40 5:30
282398.3
4823066.2
T:101 R:40 S:30
0.22
Nobles
280318.8
4821674.3
T:101 R:41 S:26
279788.6
4821808.5
T:101 R:415:26
0.35
Nobles
279788.6
4821808.5
T:101 R:415:26
279071.4
4821742.5
T:101 R:415:26
0.46
Nobles
276391.1
4838667.7
T:102 R:41 S:5
276218.8
4839017.0
T:102 11:41 S:5
0.30
Norman
262890.3
5265498.4
T:147 R:43 5:33
263198.0
5263844.2
T:146 R:43 S:4
1.10
Norman
236093.2
5250482.2
T:145 R:46 5:23
241713.1
5247434.2
T:145 R:45 5:32
4.63
Norman
243351.1
5250945.0
T:145 R:45 5:21
243494.3
5251743.9
T: 145 11:45 S:16
0.92
Norman
242643.7
5250230.2
T:145 R:45 5:21
243089.1
5250145.8
T:145 R:45 5:28
0.76
Norman
239319.1
5250705.5
T:145 R:46 5:24
237027.8
5251223.2
T:145 R:46 5:23
1.61
Norman
252435.9
5257881.7
T:146 11:44 S:32
253897.3
5258717.2
T:146 R:44 5:28
1.25
Norman
217835.4
5233266.5
T:143 R:48 5:23
218216.6
5233309.5
T:143 13:48 S:23
0.56
Norman
224588.8
5234768.5
T:143 R:47 5:16
225357.1
5234860.5
T:143 R:47 5:10
0.60
Norman
247314.6
5246386.1
T:144 R:45 S:2
248213.2
5248332.1
T:145 R:45 S:36
1.91
Norman
264093.3
5251821.9
T:145 11:43 5:15
265335.7
5254562.2
T:145 11:43 S:3
2.38
Norman
257147.1
5238369.3
T:144 R:44 5:25
257541.9
5234996.9
T:143 11:44 S:1
3.11
Norman
236096.2
5250570.7
T:145 R:46 S:23
236093.2
5250482.2
T:145 R:46 5:23
0.06
Otter Tail
249442.7
5144829.4
T:134 R:44 5:20
250149.9
5144254.4
T:134 R:44 5:20
0.64
Otter Tail
250282.6
5144011.7
T:134 R:44 5:20
250260.2
5144000.1
T:134 R:44 5:20
0.02
Otter Tail
250183.5
5143944.3
T:134 R:44 S:20
250179.1
5143931.2
T:134 R:44 5:20
0.01
Otter Tail
250950.4
5143150.1
T:134 R:44 5:29
251346.1
5143043.8
T:134 R:44 5:28
0.42
Otter Tail
316678.5
5165586.7
T:136 R:37 S:6
318796.2
5169864.6
T:137 R:37 5:28
4.21
Otter Tail
314275.4
5166566.8
T:136 R:38 S:1
312619.2
5170902.0
T:137 R:38 S:23
3.96
Otter Tail
317061.9
5168005.7
T:137 R:37 5:32
316874.0
5168371.2
T:137 R:37 5:31
0.27
Otter Tail
317702.8
5168449.9
T:137 R:37 5:29
317233.6
5169607.3
T:137 R:37 S:29
0.93
Otter Tail
326539.7
5109623.4
T:131 R:36 5:32
326683.9
5110026.6
T:131 R:36 S:29
0.28
Otter Tail
319001.5
5122024.1
T:132 R:37 5:21
318453.7
5122049.9
T:132 R:37 5:20
0.34
Otter Tail
327883.2
5140984.0
T:134 R:36 5:20
322924.4
5136042.0
T:133 R:37 S:2
5.54
Otter Tail
322295.7
5135062.7
T:133 11:37 5:11
322543.1
5134452.3
T:133 11:37 5:11
0.42
Otter Tail
322061.3
5134461.2
T:133 R:37 S:11
322079.5
5132870.1
T:133 R:37 5:14
1.07
Otter Tail
319770.0
5136923.5
T:133 R:37 S:4
319786.2
5136492.4
T:133 R:37 S:4
0.27
Otter Tail
312638.7
5136375.5
T:133 R:38 S:2
312377.0
5134762.9
T:133 R:38 5:11
1.57
Otter Tail
318246.3
5125907.3
T:132 R:37 S:8
317377.1
5124930.3
T:132 R:37 S:8
0.93
Pennington
243006.2
5340618.8
T:154 R:45 5:16
243054.9
5341441.1
T:154 11:45 S:9
0.51
Pennington
246027.0
5339920.0
T:154 R:45 5:15
242960.2
5339875.2
T:154 11:45 5:16
2.03
Pennington
250439.4
5320830.0
T:152 R:44 5:18
248392.9
5319356.8
T:152 R:45 S:13
2.22
Pennington
247475.0
5319729.1
T:152 13:45 5:14
247113.5
5321556.9
T:152 R:45 S:11
1.40
Pine
510132.5
5077467.8
T:39 R:20 5:20
512229.4
5080169.9
T:39 R:20 5:16
3.05
Pine
505555.3
5080883.1
T:39 11:21 S:11
505299.5
5083355.8
T:40 11:215:35
1.77
Pine
505572.3
5080813.0
T:39 R:215:11
505567.4
5080844.8
T:39 R:215:11
0.02
Pine
505583.7
5080701.8
T:39 11:215:11
505583.9
5080705.4
T:39 R:215:11
0.00
Pine
489940.9
5069883.2
T:38 R:22 5:18
488950.6
5065278.1
T:38 R:22 S:31
3.05
Appendix A 4/12/2017 page 9 of 14
Start Point
End Point
Segment
County
UTM X
UTM Y
i
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Pine
499717.0
5109229.0
T:42 R:21 S:9
499873.7
5109321.6
T:42 R:21 S:9
0.12
Pine
500281.8
5111106.8
T:42 R:21 S:4
499873.7
5109321.6
T:42 R:21 S:9
1.53
Pine
510381.9
5101466.5
T:41 R:20 S:3
508672.2
5103550.2
T:42 R:20 S:32
2.64
Pine
516425.5
5120178.8
T:43 R:19 S:6
516737.4
5120704.8
T:43 R:19 S:6
0.43
Pine
506561.5
5137223.4
T:45 R:20 S:18
503718.8
5137903.6
T:45 R:21 S:11
2.52
Pine
516787.9
5104140.6
T:42 R:19 S:30
516869.7
5104449.5
T:42 R:19 S:29
0.21
Pine
519198.2
5119319.9
T:43 R:19 S:9
519996.5
5119581.5
T:43 R:19 S:9
0.53
Pine
518842.0
5094046.4
T:41 R:19 S:28
516845.3
5094237.5
T:41 R:19 S:29
1.54
Pine
518909.8
5094023.0
T:41 R:19 S:28
518842.0
5094046.4
T:41 R:19 S:28
0.05
Polk
195526.1
5334734.7
T:153 R:50 S:9
195434.0
5334205.1
T:153 R:50 S:9
0.39
Polk
211500.7
5311444.0
T:151 R:48 S:18
211834.5
5311473.5
T:151 R:48 S:18
0.23
Polk
240618.4
5287840.0
T:149 R:45 S:29
242014.5
5287916.8
T:149 R:45 S:29
0.89
Polk
228075.5
5302535.8
T:150 11:47 S:13
229712.7
5302778.1
T:150 R:47 S:12
1.20
Polk
282513.4
5270031.1
T: 147 R:41 S:16
284429.9
5267878.8
T:147 R:41 S:22
2.14
Pope
322053.2
5065322.6
T:126 R:37 S:14
321971.1
5065852.1
T:126 R:37 S:14
0.34
Pope
304775.8
5067426.9
T:126 R:38 S:7
305989.0
5067638.0
T:126 R:38 S:7
1.09
Pope
308075.1
5069719.9
T:126 R:38 S:4
308521.3
5070262.8
T:127 R:38 S:33
0.63
Pope
304918.7
5067722.2
T:126 R:38 S:7
304754.7
5068990.1
T:126 R:39 S:1
1.17
Pope
331291.3
5062060.4
T:126 R:36 S:26
331490.0
5062483.6
T:126 R:36 S:26
0.33
Pope
331701.3
5058695.0
T:125 R:36 S:2
332555.2
5059836.6
T:125 R:36 S:1
0.91
Ramsey
495070.0
4990034.9
T:30 R:22 S:28
496572.8
4990713.7
T:30 R:22 S:22
1.13
Ramsey
493159.3
4988725.2
T:30 13:22 S:30
494400.5
4989042.5
T:30 R:22 S:29
1.07
Ramsey
496185.9
4985854.5
T:29 R:22 S:4
497271.5
4985811.6
T:29 R:22 S:3
0.90
Ramsey
496462.1
4986086.6
T:29 R:22 S:3
496392.8
4987504.6
T:30 R:22 S:34
1.05
Ramsey
484109.1
4996325.3
T:30 11:23 S:5
484225.4
4996222.1
T:30 R:23 S:5
0.10
Ramsey
500016.6
4993401.8
T:30 R:22 S:12
500151.0
4993281.6
T:30 R:22 S:13
0.13
Red Lake
272524.6
5312314.5
T:151 R:42 S:4
278469.5
5315359.2
T:152 11:42 S:25
9.93
Red Lake
260692.1
5303891.7
T:150 R:43 S:5
260768.3
5303707.5
T:150 R:43 S:5
0.14
Red Lake
268885.5
5303712.8
T:150 R:42 S:6
282885.9
5303206.0
T:150 R:41 S:3
20.65
Red Lake
281281.5
5302867.2
T:150 R:41 S:4
281275.6
5302694.1
T:150 R:41 S:4
0.11
Red Lake
287246.9
5300072.2
T:150 R:41 S:13
287642.0
5299784.3
T:150 R:41 S:13
0.31
Red Lake
268962.2
5303639.5
T:150 R:42 S:6
269113.0
5303444.7
T:150 R:42 S:6
0.17
Redwood
324503.2
4930439.7
T:112 R:36 S:17
324574.8
4931231.4
T:112 R:36 S:17
0.99
Redwood
317500.0
4910905.0
T:110 R:37 S:15
317332.3
4910658.0
T:110 R:37 S:21
0.21
Redwood
301767.8
4915776.7
T:110 R:39 S:1
302054.0
4914700.6
T:110 R:39 S:1
1.15
Redwood
301819.9
4916051.5
T:111 R:39 S:36
302006.5
4916448.3
T:111 13:39 S:36
0.65
Redwood
295455.3
4907054.1
T:110 R:39 S:32
295422.4
4906502.6
T:110 11:39 S:32
0.34
Redwood
297382.5
4908893.4
T:110 R:39 S:28
294599.8
4904798.9
T:109 R:39 S:8
4.15
Redwood
294464.8
4910975.6
T:110 R:39 S:19
294773.3
4910962.0
T:110 R:39 S:20
0.19
Redwood
293619.3
4908018.9
T:110 R:39 S:31
293108.2
4907487.7
T:110 R:39 S:31
0.60
Redwood
342044.1
4928342.3
T:112 R:34 S:19
341914.7
4928543.1
T:112 R:35 S:24
0.25
Redwood
316262.2
4928105.7
T:112 R:37 S:29
315861.9
4928239.1
T:112 R:37 S:29
0.31
Appendix
A
4/12/2017
page 10
of 14
Appendix A 4/12/2017 page 11 of 14
Start Point
End Point
Segment
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
Redwood
324478.7
4942692.8
T:113 R:36 5:5
324211.4
4942930.1
T:113 11:36 S:5
0.35
Renville
362274.6
4925162.6
T:112 11:32 S:31
363575.0
4925147.0
T:112 11:32 S:32
0.99
Renville
343190.6
4940492.9
T:113 R:34 S:8
343170.6
4942368.5
T:113 11:34 S:6
2.60
Renville
334849.1
4956736.2
T:115 R:35 S:29
332431.4
4960092.5
T:115 11:36 S:12
3.65
Renville
342089.4
4951097.2
T:114 11:34 S:7
343484.7
4955144.9
T:115 11:34 S:30
3.25
Renville
334030.0
4942008.3
T:113 R:35 S:8
333964.7
4942210.1
T:113 R:35 S:8
0.16
Renville
321471.2
4953875.5
T:114 R:37 S:1
321205.3
4962281.9
T:115 R:37 S:2
6.12
Renville
305798.3
4963859.1
T:115 11:38 S:5
304610.4
4964429.2
T:116 11:38 5:31
1.04
Rice
496771.3
4908352.4
T:110 11:19 S:13
496283.7
4908578.9
T:110 11:19 S:13
0.40
Rice
494388.6
4916271.5
T:111 R:19 S:23
493770.7
4915041.1
T:111 11:19 S:26
0.96
Rice
465568.5
4919978.5
T:111 11:22 S:11
464169.9
4919882.7
T:111 11:22 S:10
0.98
Rice
475279.6
4904778.2
T:110 11:21 S:35
473267.8
4907775.3
T:110 11:21 S:22
3.40
Rice
462771.2
4927371.9
T:112 R:22 S:21
464775.9
4926845.0
T:112 13:22 S:22
1.64
Roseau
337882.1
5416954.6
T:162 11:35 S:6
337740.4
5411993.5
T:162 11:35 S:19
3.10
Roseau
277531.0
5408636.4
T:161 13:42 S:1
274873.1
5411415.1
T:162 R:42 S:34
3.10
Roseau
299817.3
5418708.8
T:162 11:39 S:6
300038.5
5418274.4
T:162 11:39 S:6
0.36
Roseau
278091.5
5403639.3
T:161 11:42 S:25
278912.3
5404501.4
T:161 13:42 S:24
1.00
Roseau
274422.5
5411964.5
T:162 11:42 S:28
274441.5
5411919.7
T:162 R:42 S:27
0.03
Scott
471512.7
4946872.5
T:114 11:21 S:17
471319.1
4946600.0
T:114 11:21 S:20
0.21
Scott
460947.0
4948691.7
T:114 R:22 S:8
460856.9
4948521.0
T:114 R:22 S:17
0.12
Scott
451025.5
4951666.0
T:114 R:23 S:5
451730.3
4951547.0
T:114 11:23 S:5
0.83
Scott
457127.0
4951079.2
T:114 R:23 S:2
459457.5
4952298.5
T:115 R:22 S:31
2.89
Scott
457529.6
4950740.5
T:114 R:23 S:1
458734.7
4949741.0
T:114 11:22 S:7
1.25
Scott
466171.1
4940897.5
T:113 11:22 S:2
466477.7
4940949.4
T:113 11:22 S:2
0.21
Scott
444254.8
4932512.7
T:113 R24 S:34
444243.1
4932498.2
T:113 11:24 S:34
0.01
Scott
441500.9
4935648.5
T:113 R:24 5:29
441057.9
4933983.7
T: 113 11:24 S:32
1.13
Scott
447542.8
4935552.1
T:113 R:24 S:24
449517.0
4933440.7
T:113 11:23 S:31
2.45
Scott
456322.4
4936207.9
T:113 R:23 S:23
456286.8
4936033.4
T:113 11:23 S:23
0.14
Scott
462408.2
4933103.5
T:113 11:22 S:33
462548.8
4932931.6
T:113 R:22 S:33
0.14
Scott
433583.2
4932550.7
T:113 11:25 S:33
433584.6
4932551.2
T:113 11:25 S:33
0.00
Sherburne
448191.9
5021371.1
T:33 11:27 S:14
452017.6
5025367.3
T:33 11:26 S:6
4.29
Sherburne
454607.3
5028199.3
T:34 11:26 S:28
454775.8
5029306.4
T:34 R:26 S:21
0.84
Sherburne
454830.6
5029202.4
T:34 11:26 S:21
454816.3
5029581.4
T:34 R:26 S:21
0.25
Sherburne
454650.3
5029581.0
T:34 13:26 S:21
454816.3
5029581.4
T:34 R:26 S:21
0.10
Sherburne
447782.9
5035681.8
T:35 11:27 S:35
446782.0
5034807.7
T:34 11:27 S:3
0.86
Sherburne
446321.7
5034575.5
T:34 11:27 S:3
446411.1
5035324.0
T:34 13:27 S:3
0.53
Sibley
413262.2
4935223.7
T:113 11:27 S:28
410077.7
4935678.5
T:113 R:27 S:30
2.32
Sibley
411855.9
4946771.0
T:114 11:27 S:19
411741.7
4946890.1
T:114 R:27 S:19
0.11
Sibley
385194.4
4940598.1
T:113 R:30 S:9
385185.4
4941255.8
T:113 11:30 S:9
0.41
St. Louis
505276.0
5264952.0
T:58 11:20 S:6
507838.9
5263694.8
T:58 11:20 S:8
2.05
St. Louis
545403.8
5180777.6
T:50 11:16 S:29
545287.5
5179797.9
T:50 R:16 S:31
0.67
St. Louis
542442.3
5190790.8
T:51 11:17 S:25
543974.8
5190597.9
T:51 R:16 S:30
1.11
Appendix A 4/12/2017 page 11 of 14
Start Point
End Point
Segment
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
TWN-RNG-SEC
Length (mi)
St. Louis
528159.2
5182459.0
T:50 11:18 S:28
528036.9
5182305.6
T:50 R:18 S:28
0.13
St. Louis
527932.9
5181287.4
T:50 R:18 S:28
527693.1
5180951.3
T:50 R:18 S:28
0.26
St. Louis
528499.4
5182775.9
T:50 11:18 S:21
528249.9
5182543.5
T:50 R:18 S:21
0.21
St. Louis
524018.3
5181434.5
T:50 R:19 S:25
523234.2
5182714.6
T:50 R:19 S:25
1.18
St. Louis
514553.3
5256193.9
T:58 R:20 S:36
514755.0
5257178.5
T:58 11:19 S:31
0.69
St. Louis
513935.4
5254952.5
T:57 R:20 S:1
512933.4
5255058.6
T:57 R:20 S:1
0.67
St. Louis
540350.0
5243151.7
T:56 R:17 S:14
539940.1
5241408.7
T:56 R:17 S:22
1.23
St. Louis
547663.6
5263267.4
T:58 R:16 S:10
547667.6
5263269.0
T:58 R:16 S:10
0.00
St. Louis
545625.5
5261910.2
T:58 R:16 S:17
547663.6
5263267.4
T:58 R:16 S:10
1.64
St. Louis
547663.6
5263267.4
T:58 11:16 S:10
548219.9
5263492.0
T:58 R:16 S:10
0.37
St. Louis
554126.9
5255600.0
T:57 R:15 S:5
554986.3
5255119.8
T:57 R:15 S:5
0.67
Stearns
336626.9
5039349.8
T:123 13:35 S:5
336633.5
5039564.0
T:123 R:35 S:5
0.13
Stearns
336650.0
5040221.2
T:123 R:35 S:4
336648.7
5040501.4
T:124 R:35 S:32
0.17
Stearns
345544.3
5051101.1
T:125 13:34 S:32
345566.9
5051497.8
T:125 R:34 S:29
0.25
Stearns
412024.2
5027670.5
T:122 R:27 S:7
411931.2
5028340.3
T:122 R:27 S:6
0.43
Stearns
412758.5
5026620.8
T:122 13:27 S:8
412201.4
5026045.1
T:122 R:27 S:18
0.71
Stearns
412366.7
5026558.9
T:122 R:27 S:7
412019.1
5026307.8
T:122 11:27 S:7
0.28
Stearns
404216.7
5040134.8
T:124 R:28 S:32
403659.4
5039787.9
T:124 R:28 S:32
0.47
Stearns
401256.1
5045048.4
T:124 R:29 S:13
400872.3
5043186.7
T:124 R:29 S:24
1.33
Stearns
372379.8
5033696.6
T:123 R:31 S:19
372140.2
5033404.4
T:123 R:31 S:19
0.24
Stearns
371203.8
5061879.2
T:126 R:32 S:25
371448.2
5062157.8
T:126 R:32 S:25
0.28
Stearns
392967.1
5050745.2
T:125 13:29 S:30
393040.9
5051045.5
T:125 R:29 S:30
0.22
Stearns
380811.5
5054096.5
T:125 R:31 S:13
380617.2
5053967.2
T:125 R:31 S:24
0.18
Steele
483919.8
4860631.7
T:105 R:20 S:14
485044.0
4860325.7
T:105 R:20 S:14
1.26
Steele
472519.2
4859671.8
T:105 11:21 S:22
471442.0
4858291.5
T:105 R:21 S:21
1.28
Stevens
282297.7
5035735.7
T:123 R:41 S:26
281952.7
5036770.4
T:123 R:41 S:23
0.79
Stevens
254276.7
5035585.1
T:123 R:44 S:26
254373.5
5035929.6
T:123 R:44 S:26
0.41
Stevens
267139.3
5052710.9
T:125 R:42 S:31
267613.5
5053145.4
T:125 R:42 S:32
0.54
Swift
282880.0
5005007.8
T:120 R:41 S:35
283306.2
5005794.5
T:120 R:41 S:26
0.70
Swift
287814.2
5019935.0
T:121 R:40 S:8
285180.1
5025332.4
T:122 R:40 S:30
3.96
Swift
296296.2
5030753.5
T:122 R:39 S:5
296302.5
5031269.7
T:122 11:39 S:5
0.45
Swift
316900.2
5010607.7
T:120 R:37 S:5
318016.6
5010059.4
T:120 R:37 S:9
0.81
Swift
256373.3
5013919.5
T:120 11:44 S:1
256866.7
5014262.5
T:120 R:43 S:6
0.62
Swift
258584.4
5016040.6
T:121 R:43 S:29
259784.1
5017346.6
T:121 R:43 S:21
1.33
Todd
360511.8
5072767.1
T:127 R:33 S:23
360254.4
5073283.0
T:127 R:33 S:23
0.51
Todd
360183.4
5075846.0
T:127 R:33 S:11
360204.9
5075982.5
T:127 R:33 S:11
0.10
Todd
360204.9
5075983.7
T:127 R:33 S:11
360204.9
5076004.5
T:127 R:33 S:11
0.01
Todd
360205.1
5076011.3
T:127 R:33 S:11
358025.4
5076617.5
T:127 R:33 S:10
2.54
Todd
367840.4
5125744.1
T:132 R:32 S:4
367897.7
5124966.1
T:132 R:32 S:9
1.24
Todd
367874.6
5123980.9
T:132 R:32 S:9
367501.7
5122978.9
T:132 R:32 S:16
3.34
Todd
368084.7
5127856.2
T:133 R:32 S:34
367711.0
5126001.0
T:132 11:32 S:4
1.70
Todd
356494.8
5123009.1
T:132 R:33 S:17
356027.6
5121823.6
T:132 R:33 S:20
0.99
Appendix
A
4/12/2017
page 12
of 14
County
UTM X
Start Point
UTM Y
TWN-RNG-SEC
UTM X
End Point
UTM Y
TWN-RNG-SEC
Segment
Length (mi)
Todd
351827.2
5106750.7
T:130 R:34 S:1
350683.3
5106086.1
T:130 11:34 S:11
1.18
Todd
368946.7
5134283.0
T:133 R:32 S:10
368677.0
5133713.7
T:133 R:32 S:10
0.48
Todd
356703.5
5117971.0
T:132 R:33 S:32
357239.0
5117701.8
T:132 11:33 S:33
0.39
Todd
368958.1
5134347.5
T:133 R:32 S:10
368946.7
5134283.0
T:133 R:32 S:10
0.04
Traverse
239710.9
5101950.4
T:130 R:45 S:32
240193.9
5101393.2
T:129 11:45 S:5
0.52
Traverse
246975.6
5096777.2
T:129 R:45 S:24
246978.5
5096777.0
T:129 R:45 S:24
0.00
Traverse
230982.2
5057007.1
T: 125 R:46 S:21
231055.5
5056412.7
T:125 11:46 S:28
0.61
Wadena
362440.1
5152054.2
T:135 11:33 S:13
363155.2
5151947.0
T:135 R:33 S:13
0.47
Wadena
363337.8
5152204.4
T:135 11:33 S:13
363526.0
5152666.0
T:135 13:33 S:12
0.34
Waseca
450391.0
4858057.3
T:105 R:23 S:29
451039.7
4857885.4
T:105 13:23 S:29
0.54
Waseca
461062.6
4872048.1
T:106 R:22 S:9
461820.3
4872959.4
T:106 R:22 S:4
1.08
Waseca
461769.6
4871801.5
T:106 R:22 S:9
462116.7
4870618.4
T:106 11:22 S:16
0.94
Waseca
445815.5
4881677.4
T:107 R:24 S:11
446511.7
4881485.5
T:107 R:24 S:11
0.52
Waseca
453617.3
4872894.7
T:106 13:23 S:10
453599.5
4872293.6
T:106 11:23 S:10
0.44
Waseca
453500.3
4877710.3
T:107 R:23 S:27
453781.2
4878356.2
T:107 1323 S:22
0.60
Waseca
457670.3
4859331.7
T:105 R:22 S:19
458563.1
4859969.5
T:105 R:22 S:19
0.74 j
Waseca
446511.7
4881485.5
T:107 R:24 S:11
446552.6
4881498.2
T:107 R:24 S:11
0.03
Waseca
446168.2
4881546.8
T: 107 11:24 5:11
446349.8
4881541.2
T:107 11:24 S:11
0.11
Waseca
453013.7
4855724.7
T:105 11:23 S:34
453102.4
4855690.9
T:105 R:23 S:34
0.06
Washington
501258.8
5015920.8
T:33 R:21 S:32
502000.5
5015186.1
T:32 11:21 S:4
0.77
Washington
501145.5
5015825.0
T:32 13:21 S:5
500707.9
5015043.5
T:32 11:21 S:5
0.60
Washington
500827.5
5015178.4
T:32 11:21 S:5
500951.0
5015175.3
T:32 11:21 S:5
0.08
Washington
501398.7
4995874.8
T:30 R:21 S:6
501326.7
4996644.3
T:30 R:21 S:6
0.49
Washington
501273.4
4998301.8
T:31 R:21 S:32
501312.5
4996630.2
T:30 11:21 S:6
1.22
Washington
498435.8
5004540.8
T:31 11:21 S:7
498983.1
5003957.0
T:31 11:21 S:7
0.86
Washington
498977.1
5003961.8
T:31 11:21 S:7
503720.3
5007230.7
T:32 11:21 S:34
4.39
Washington
504476.2
5006988.3
T:32 11:21 S:34
504491.3
5007915.2
T:32 11:21 S:34
0.59
Watonwan
380128.3
4856595.0
T:105 11:31 S:36
379964.8
4856082.9
T:104 13:31 S:1
0.36
Watonwan
369854.7
4857194.9
T:105 R:32 S:36
368264.8
4857331.2
T:105 R:32 S:36
1.25
Wilkin
225013.7
5130766.9
T:132 R:47 S:3
226191.2
5130656.5
T:132 R:47 S:3
1.02
Wright
445348.0
5007286.1
T:120 11:24 S:10
443343.5
5006337.4
T:120 13:24 S:16
1.64
Wright
405581.0
5005454.6
T:120 R:28 5:21
406103.9
5006102.3
T:120 11:28 S:16
0.71
Wright
435040.2
5017958.7
T:121 R:25 S:4
432515.6
5018670.0
T:121 11:25 S:5
1.82
Wright
434580.2
5016896.1
T:121 R:25 S:9
434329.7
5016643.1
T:121 13:25 S:9
0.23
Wright
432539.9
5018665.1
T:121 R:25 S:5
431448.9
5020217.1
T:122 R:25 S:31
1.28
Wright
426338.5
5025988.1
T:122 R:26 S:15
426241.9
5025264.8
T:122 R:26 S:15
0.68
Wright
426388.9
5026076.0
T:122 R:26 S:15
426338.5
5025988.1
T:122 13:26 S:15
0.06
Yellow
Medicine
309587.3
4938362.2
T:113 R:38 S:23
307840.5
4940963.6
T: 113 R:38 S:15
2.42
Yellow
Medicine
303869.5
4940677.5
T:113 R:38 S:18
304012.3
4940465.3
T:113 R:38 S:18
0.17
Yellow
Medicine
300742.7
4951647.6
T:114 R:39 S:11
300472.4
4951661.2
T:114 11:39 S:11
0.17
Appendix
A
4/12/2017
page 13 of
14
Appendix A 4/12/2017 page 14 of 14
Start Point
End Point
Segment
County
UTM X
UTM Y
TWN-RNG-SEC
UTM X
UTM Y
q TWN-RNG-SEC
Length (mi)
Yellow
Medicine
265168.8
4947410.4
T:114 R:42 S:31
265595.3
4946181.7
T:114 R:42 S:31
0.93
Yellow
Medicine
265202.8
4957655.5
T:115 R:42 S:30
263980.2
4957502.1
T:115 R:43 5:36
0.96
Yellow
Medicine
296354.8
4963258.2
T:115 R:39 S:5
295843.8
4962987.3
T:115 R:39 S:5
0.48
Yellow
Medicine
291646.3
4961371.0
T:115 R:40 S:14
291891.2
4961044.2
T:115 13:40 S:14
0.26
Yellow
Medicine
263434.2
4958587.7
T:115 R:43 S:25
263140.0
4958337.8
T:115 R:43 S:26
0.28
Appendix A 4/12/2017 page 14 of 14
L -D
IrP
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,A-1 JOIN US!
2iaa. I
SPGNSORED 9V
slumbffland
F U R N I T U P E
A
< V >
ROINT
Tech1w,ngy 4 cm-lov cibinpu &
Twies
BUSIN
Join us at as we reveal and share the
first took at the Washington County profile
published in the September issue of
Twin Cities Business magazine. This special
section shines a light on the impressive
array of assets and attributes of the 33
cities of Washington County, and why it's
a great place to have a business, work
and live.
This event is hosted by SlUmberland and
4FRONT, and celebrates a collaboration
between Twin Cities Business, Washington
County CDA, the cities of Washington
County, and the local business community
to help tell the area's story to others
across our state.
Join fellow business leaders to
give cheers to Washington County.
4Front Technology & Office Campus
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This message sent to RJuba@cI.hugo.mn.us by ashapiro@msp-c.com.
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Rachel Juba
Subject: FW: You're invited to Open to Business Rollout - Hugo (Aug 25, 2017)
Bello,
You are invited to the following event:
OPEN TO BUSINESS ROLLOUT - HUGO
Event to be held at the following time,
date, and location:
Friday, August 25, 2017 from 7:30 AM to
8:30 AM (CDT)
Hugo City Hall
Large Meeting Room
14669 Fitzgerald Ave N
Hugo 55038
Share this event:
i k Ei.
Please join us for the Open to Business Kick -Off meeting in Hugo!
The event will be to introduce the Washington County Open to Business Program to
area small businesses and entrepreneurs, and will offer details on how Open to
Business partners with Local Lenders, Chambers, and City Officials and Staff, to
support and grow the small business community in Hugo, Marine on St. Croix,
Forest Lake and Scandia.
We look forward to seeing you there!
Share this event on Facebook and Twitter
We hope you can make it!
1
L-5
Ly
The entire Legislative delegation from the White Bear Area;
Senators, Representatives, City Council members, County
Board members, as well as Governor Dayton will be invited.
Not only will this event provide direct access to your elected
officials, it will also showcase your Chamber as we propel our
pro-business agenda.
Come out and enjoy some awesome free appetizers, meet
with fellow Chamber members and take the opportunity to
informally converse with your elected officials.
This event is FREE, but RSVP's are required. Register online
www.whitebearchamber.com or e-mail
maureen@whitebearchamber.com.
Thank you to ours onsors!
SCHWIETERS
BUI.MING SUPPLY
CONSTRUCTION, INC.
A �� O August 2017 September 2017
Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa
1 2 3 4 5 1 2
6 7 8 9 10 11 12 3 4 5 6 7 8 9
13 14 15 16 17 18 19 10 11 12 13 14 15 16
20 21 22 23 24 25 26 17 18 19 20 21 22 23
27 28 29 30 31 24 25 26 27 28 29 30
SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY
Jul 30
31
Aug 1
2
3
4
5
6:00pm National Night
Out (Fire Hall)
6
7
8
9
10
11
12
6:30pm BOZA
7:00pm City Council
7:00pm Comp Plan
10:00am Met Council
Meeting
Workshop (Oneka
7:00pm Planning
Chair (Hugo
Room)
Commission
Conference Room)
13
14
15
16
17
18
19
1:00pm Historical7:OOpm
Parks
Commission
5:00pm EDA Meets
20
21
22
23
24
25
26
5:00pm Burger Night
4:00pm TCB Magazine
7:30am Open to
7:00pm City Council
3:30pm Midyear Budget
Meeting
Review
(Hugo Legion)
Reveal (Oakdale)
Business Event
6:30pm BOZA
(Oneka Room)
7:00pm Planning
Commisison
27
28
29
30
31
Sep 1
2
Meetings in green are scheduled/posted meetings. 1 8/17/2017 9:46 AM
September 2017 September 2017 October 2017
Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa
1 2 1 2 3 4 5 6 7
3 4 5 6 7 8 9 8 9 10 11 12 13 14
10 11 12 13 14 15 16 15 16 17 18 19 20 21
17 18 19 20 21 22 23 22 23 24 25 26 27 28
24 25 26 27 28 29 30 29 30 31
SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY
Aug 27
28
29
30
31
Sep 1
2
3
4
5
6
7
8
9
7:00pm City Council
Meeting
10
11
12
13
14
15
16
6:30pm BOZA
7:00pm Planning
Commission
17
18
19
20
21
22
23
1:00pm Historical
7:00pm Parks
7:00pm City Council
Meeting
Commission
5:00pm EDA Meets
24
25
26
27
28
29
30
5:00pm Burger Night
6:30pm BOZA
(Hugo Legion)
7:00pm Planning
Commisison
Meetings in green are scheduled/posted meetings. 2 8/17/2017 9:46 AM