HomeMy WebLinkAbout2022.08.15 CC Packet
A. CALL TO ORDER
B. ROLL CALL
C. PLEDGE OF ALLEGIANCE
D. APPROVAL OF MINUTES
1. August 1, 2022, Council Meeting
E. APPROVAL OF AGENDA
F. APPOINTMENTS/PRESENTATIONS
1. None Scheduled
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. Approve Claims Roster
2. Approve Annual Performance Review for Public Works Lead Worker Mike Loeffler
3. Approve Annual Performance Review for Public Works Worker Matt Klein
4. Approve Resignation of Cameron Barukzoy from the Hugo Fire Department
5. Approve Special Event Permit for Liberty Classical Academy Fall Festival September
24, 2022
6. Approve Ordinance Rezoning Shores of Oneka Lake to Planned Unit Development
(PUD)
7. Approve Resolution for No Parking on West Side of Finale Ave. Between Upper 146th
and 147th Streets
8. Approve Resolution for No Parking on South Side of Upper 146th Street Between
Finale and Fitzgerald Avenue
9. Approve WSB and Associates Proposal for Asbestos and Regulated Materials
Assessment at 6540 Greene Avenue North
10. Approve Resolution Approving Variance for 13345 Homestead Avenue North-Watkins
11. Approve Job Description and Advertisement for Administrative Intern
12. Approve Resolution Approving Meadows of Hugo 2nd Addition Final Plat
13. Approve Resolution Approving Encroachment Agreement for 5889 131st Street North
– Hagstrom
14. Approve Resolution Approving Encroachment Agreement for 5757 135th Street North
– Domning
15. Approve Change Order No.3 from Ebert Construction for Public Works Facility
Agenda
HUGO CITY COUNCIL MEETING
HUGO CITY HALL
MONDAY, AUGUST 15, 2022 – 7 P.M.
16. Approve Release of Letter of Credit for The Preserve of Sunset Lake
17. Approve Pay Request No. 12 to Schreiber Mullaney Construction for Lions Park
Pavilion
18. Approve Pay Request No. 6 from Peterson Companies for Downtown Street/Lions Park
Project
19. Approve Pay Request No. 1 from Miller Excavating, Inc. for 140th Street Improvement
Project
20. Approve Donation from Hugo American Legion to the Hugo Fire Department
H. PUBLIC HEARING
1. None Scheduled
I. UNFINISHED BUSINESS
1. Approve Resolutions Declaring Costs to be Assessed and Setting Public Hearing for the
121 Street/Acres of Bald Eagle Improvement Project
2. Update on Circle Pines vs Anoka County on Rice Creek Watershed District Lawsuit
J. NEW BUSINESS
1. THC/Edible Cannabis Regulation and Consideration of Moratorium to Permit Study of
Retail Sale of THC Containing Edible Food Products
K. VISITOR PRESENTATIONS
1. None Scheduled
L. COUNCIL PRESENTATIONS
1. None Scheduled
M. ADMINISTRATIVE PRESENTATIONS
1. North Star Elementary Community-Wide Open House Thursday, August 25, 2022
2. Midyear Budget Workshop on Wednesday, August 31, 2022
3. Reschedule/Cancel September 5, 2022, Council Meeting to September 6, 2022
4. Set Date for Lions Park Grand Opening for Thursday, September 15 or 22, 2022
5. Retirement Party for Firefighter Jodie Guareschi Saturday, September 17, 2022
6. Liberty Classical Academy Fall Harvest Festival Saturday September 24, 2022
N. ADJOURNMENT
BACKGROUND MEMO FOR THE HUGO CITY COUNCIL MEETING
MONDAY AUGUST 15, 2022
D.1 Minutes for the August 1, 2022 Council Meeting
Staff recommends Council approve the above meeting minutes as presented.
G.1 Approve Claims Roster
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 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. Public Works Director Scott Anderson recommends Council approve the
annual performance review for Public Works Lead Worker Mike Loeffler
G.4 Approve Resignation of Cameron Barukzoy from the Hugo Fire Department
Cameron Barukzoy was approved as a probationary Firefighter effective December 6, 2021. In
July, Cameron submitted his letter of resignation from the Fire Department due to family
obligations. Staff recommends Council approve the resignation of Cameron Barukzoy effective
immediately.
G.5 Approve Special Event Permit for Liberty Classical Academy Fall Festival
September 24, 2022
Liberty Classical Academy is requesting a Special Event Permit to hold their Fall Harvest
Festival on September 24, 2022, from noon to 5 p.m. at their new school at 10158 122nd Street
N. (formerly Withrow School). This event is open to the community. The event will host a
vendor market and kidzone activities. This event requires a Special Event Permit approved by
Council because there will be more than 200 people in attendance and outdoor music may be
available. Staff recommends Council approve the Special Event Permit for Liberty Classical
Academy Fall Festival as outlined on their application and attached email.
G.6 Approve Ordinance Rezoning Shores of Oneka Lake to Planned Unit Development
(PUD)
At its June 2, 2022, meeting the City Council approved the preliminary plat and PUD for a
residential development known as The Shores of Oneka Lake. The property was rezoned to
PUD with the approval. Staff recommends approval of the ordinance to rezone the property and
for it to be published in The Citizen newspaper.
G.7 Approve Resolution for No Parking on West Side of Finale Ave. Between Upper 146th
and 147th Streets
Staff has observed parking on the west side of Finale Avenue between Upper 146th and 147th
Streets. There is adequate parking within the Jack Pine Place Apartment facilities to
accommodate their parking. There is also parking on the east side of Finale Avenue where
bump outs have been provided as well as the parking lot in the northwest corner of Lion’s
Volunteer Park. Finale Avenue is a state aid roadway and does not meet the required width for
parking along the roadway, which is why the bump out parking was provided on the east side of
Finale Avenue. Staff recommends approval of the no parking resolution for the west side of
Finale Avenue between Upper 146th Street and 147th Street.
G.8 Approve Resolution for No Parking on South Side of Upper 146th Street Between
Finale and Fitzgerald Avenue
Upper 146th Street between Finale Avenue and Fitzgerald Avenue is 24-feet in width, with
head-in parking provided along the north side of the roadway. To accommodate thru traffic on
Upper 146th Street, staff is recommending approval of the no parking resolution for the south
side of Upper 146th Street between Finale Avenue and Fitzgerald Avenue.
G.9 Approve WSB and Associates Proposal for Asbestos and Regulated Materials
Assessment at 6540 Greene Avenue North
In 2002, the City purchased the Bernin property at 6540 Greene Avenue North. Since then, the
City has leased the property to the Bernin family. The lease is set to expire on August 31, 2022.
Staff has requested a quote from WSB & Associates to provide an Asbestos and Regulated
Materials Assessment report for the property. The report would provide the City with
information regarding any hazardous materials making up the structures on the property, which
include the following: house, garage, barn and several small shed structures. This report would
be used to provide direction for future decisions related to the structures. Staff recommends
Council approval of the proposal provided by WSB & Associates for the Asbestos and
Regulated Materials Assessment for the Bernin Property.
G.10 Approve Resolution Approving Variance for 13345 Homestead Avenue North-
Watkins
Philip and Mary Watkins are requesting variances to construct a 1,120 square foot addition to
their 1,350 square foot attached garage. There are three variance requests. The first request is to
allow 2,470 square feet for the attached garage, where 1,113 square feet is allowed by
ordinance. The second request is to allow the rear yard setback to be 35 feet from the property
line, where 40 feet is required by ordinance. The third request is to allow the side yard setback
to be 12 feet, where 20 feet is required by ordinance. At its Thursday, August 11, 2022, meeting
the Board of Zoning will hold a public hearing and consider the request. Staff will update the
City Council prior to the meeting on the outcome of the meeting and recommendation from the
Board. Staff recommends Council approve the resolution approving the request for variances at
13345 Homestead Avenue North.
G.11 Approve Job Description and Advertisement for Administrative Intern
The current budget includes an administrative intern position. This position would work on
communication related activities, facility rentals, elections, as well as several specific projects
identified by staff. Staff recommends Council approve the job description and advertisement
for an administrative intern.
G.12 Approve Resolution Approving Meadows of Hugo 2nd Addition Final Plat
Centra North, LLC, is requesting approval of a final plat in order to plat 39 lots and 3 outlots on
a parcel located north of 159th Street North and west of Highway 61 for The Meadows at Hugo
2nd Addition. The site is currently vacant. This request will final plat the remaining 39 single
family lots and three outlots from the preliminary plat. The lots meet the minimum lot standards
and requirements outlined in the regulations for The Meadows at Hugo PUD general plan. Staff
recommends approval of the resolution approving the Final Plat and Development Agreement
for The Meadows at Hugo 2nd Addition.
G.13 Approve Encroachment Agreement for 5889 131st Street North – Hagstrom
Brandon and Sarah Hagstrom have requested an encroachment agreement to allow construction
of a fence within a drainage and utility easement on property located at 5889 131st Street North.
The Senior Engineering Technician has reviewed the location of the fence and is comfortable
with the request. Staff has reviewed the request and recommends that the City Council approve
the encroachment agreement for the property located at 5889 131st Street North.
G.14 Approve Encroachment Agreement for 5757 135th Street North – Domning
Jon and Michelle Domning have requested an encroachment agreement to allow construction of
a fence within a drainage and utility easement on property located at 5757 135th Street North.
The Senior Engineering Technician has reviewed the location of the fence and is comfortable
with the request. Staff has reviewed the request and recommends that the City Council approve
the encroachment agreement for the property located at 5757 135th Street North.
G.15 Approve Change Order No. 3 from Ebert Construction for Public Works Facility
Ebert Construction has submitted Change Order No. 3 for the City of Hugo Public Works
Facility project in the amount of $1,776.32. It is expected that this will be the final change
order for the project and once the project punch list is complete, Ebert will be submitting an
application for final payment. Until then, the City continues to hold 5% of the project total cost
as a retainage. The total retainage currently being held is $480,531.08. Staff recommends the
City Council approve change order No.3 in the amount of $1,776.32 to Ebert Construction for
the construction of the City of Hugo Public Works facility.
G.16 Approve Release of Letter of Credit for The Preserve of Sunset Lake
Shlayba, Inc. has requested the City release their letter of credit for the Preserve on Sunset Lake
Development. City staff has inspected the work and recommends the release of the letter of
credit being held for the constructed improvements in the Preserve on Sunset Lake.
G.17 Approve Pay Request No. 12 to Schreiber Mullaney Construction for Lions Park
Pavilion
Schreiber Mullaney has submitted Pay Request No. 12 for the new Pavilion in Lions Park in the
amount of $11,895.19. The quantities completed to date have been reviewed and agreed upon
by the architect, contractor and city staff. The amount indicated above reflects the work
certified through July 25, 2022 with a 5% retainage applied. The total retainage being held to
date will be $155,197.33. Staff recommends Council approve payment in the amount of
$11,895.19 to Schreiber Mullaney Construction for the construction of the City of Hugo Lions
Park Pavilion.
G.18 Approve Pay Request No. 6 from Peterson Companies for Downtown Street/Lions
Park Project
Peterson Companies, Inc. has submitted Pay Request No.6 in the amount of $1,175,387.15 for
work certified through July 26, 2022, on the 2021 Downtown Improvement/Lions Park Project.
The roadway portion of the project is complete and significant amount of work is completed at
Lions Park. The contractor will finish installing landscaping/seed and install the playground
fence to make the project complete and begin punch-list items. Staff recommends Council
approve payment to Peterson Companies, Inc. in the amount of $1,175,387.15.
G.19 Approve Pay Request No. 1 from Miller Excavating, Inc. for 140th Street
Improvement Project
Miller Excavating, Inc. has submitted Pay Request No. 1 in the amount of $169,629.96 for work
certified through August 5, 2022, on the 140th Street Extension Project. Subgrade preparation
and all utilities have been completed on the project. The Contractor will begin hauling sand and
gravel for the new street section in the near future. Staff recommends Council approve payment
to Miller Excavating, Inc. in the amount of $169,629.96.
G. 20 Approve Donation from Hugo American Legion to the Hugo Fire Department
The Hugo American Legion would like to donate $1,000 to the Hugo Fire Department for
equipment and training. Donations to the Fire Department require City Council approval. Staff
recommends Council approve the donation of $1,000 from the Hugo American Legion to the
Hugo Fire Department.
I.1 Approve Resolutions Declaring Costs to be Assessed and Setting Public Hearing for
the 121 Street/Acres of Bald Eagle Improvement Project
On September 21, 2021, the Council had accepted bids and awarded a contract for construction
of the 121st Street and Acres of Bald Eagle Utility and Street Improvements between Everton
Avenue and Falcon Avenue. The project improvements include extension of sanitary sewer and
water services to serve the Acres of Bald Eagle development, including storm sewer and street
construction. The developer is responsible for the costs associated with the Acres of Bald
Eagle, which includes surface and drainage improvements of 121st Street. The development
costs are not considered as part of this assessment but are paid by the developer under separate
agreement. Existing properties along 121st Street North and Falcon Avenue North are
responsible for costs associated with extension of sanitary sewer services and water services to
the individual lots as provided in the feasibility report. The estimated amount to be assessed to
these twelve (12) benefitting properties is $113,315.64, including construction and indirect
costs. Staff recommends Council approve the resolution declaring the cost to be assessed, and
ordering preparation of the proposed assessment roll in accordance with State Statute
429. Upon Council approval of the resolution declaring costs to be assessed, staff requests
Council authorization to set the date for the hearing on proposed assessment on September 19,
2022.Staff recommends Council approve the resolution for hearing on proposed assessment for
the 121st Street North and Acres of Bald Eagle Utility and Street Improvements, in accordance
with State Statute 429
I.2 Update on Circle Pines vs Anoka County on Rice Creek Watershed District Lawsuit
City Attorney Dave Snyder will provide Council an update on the Supreme Court’s ruling on the
lawsuit between Circle Pines and Anoka County regarding appointments to the Rice Creek
Watershed District.
J.1 THC/Edible Cannabis Regulation and Consideration of Moratorium to Permit Study
of Retail Sale of THC Containing Edible Food Products
The Minnesota Legislature recently enacted a new law allowing the sale of certain edible and
beverage products containing tetrahydrocannabinol (THC). Some cities have enacted a
temporary moratorium banning the sale of these products while the city studies whether or how
to regulate these products. City Attorney Dave Snyder will review this new legislation and discuss
with Council whether a temporary moratorium should be established.
M.1 North Star Elementary Community-Wide Open House Thursday, August 25, 2022
Council has been invited to attend the Community-Wide Open House at the new North Star
Elementary School, 15198 Forest Boulevard North, on Thursday, August 25, 2022, from 3-6
p.m. Staff recommends Council schedule as a meeting if they wish to attend.
M.2 Midyear Budget Workshop on Wednesday, August 31, 2022
Staff would like to remind Council the Midyear Budget Workshop is scheduled for Wednesday,
August 31, 2022 at 5 p.m.
M.3 Reschedule September 5, 2022, Council Meeting to September 6, 2022
The first meeting in September falls on Labor Day. Staff recommends Council reschedule the
meeting for the following day, Tuesday, September 6, 2022.
M.4 Set Date for Lions Park Grand Opening for Thursday, September 15 or 22, 2022
The Lions Volunteer Park and Peder Pedersen Pavilion are nearly complete. Staff recommends
holding a Grand Opening on Thursday, September 15 or Thursday, September 22, 2022
beginning at 3 p.m. Staff recommends Council schedule a date and time to hold the Grand
Opening.
M.5 Retirement Party for Firefighter Jodie Guareschi Saturday, September 17, 2022
A retirement party will be held for Jodie Guareschi, who is retiring from the Hugo Fire
Department after 20+ years. The party will be held on Saturday, September 17, 2022 from 3-7
p.m. at the Rice Lake Centre. RSVP to Ross Honermann by Wednesday, September 7, 2022.
Staff recommends Council schedule as a meeting if they wish to attend.
M.6 Liberty Classical Academy Fall Harvest Festival Saturday September 24, 2022
Council has been invited to attend the Harvest Festival at Liberty Classical Academy Hugo
Campus on Saturday, September 24, 2022 from 12 p.m. to 5 p.m. Staff recommends Council
schedule this as a meeting if they wish to attend.
N.1 Adjournment
Call to Order
Mayor Weidt called the meeting to order at 7:00 p.m.
COUNCIL PRESENT: Klein, Miron, Petryk, Strub, Weidt
COUNCIL ABSENT: None
OTHERS PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder, City
Engineer Mark Erichson, Community Development Director Rachel Juba, City Clerk Michele
Lindau
Approve Minutes for the July 18, 2022, City Council Meeting
Miron made motion, Klein seconded, to approve the minutes for the regular Council meeting
held on July 18, 2022, as presented.
All Ayes. Motion carried.
Approve Minutes for the July 25, 2022, Preliminary Budget Workshop
Klein made motion, Petryk seconded, to approve the minutes for the Preliminary Budget
Workshop held on July 25, 2022, as presented.
All Ayes. Motion carried.
Approval of Agenda
Weidt made motion, Klein seconded, to approve the agenda as presented.
All Ayes. Motion carried
Approve Special Event Permit for Ribfest on September 24, 2022
The Hugo Lions Club requested approval of a Special Event Permit to hold Ribfest on
September 24, 2022, at Hanifl Park Shelter and Fields. This fundraising event would consist of a
rib cooking contest and Corn Hole tournament. Lions Member Jason Schwieger presented their
plan to Council and requested the Council co-sponsor the event by waiving the Special Event
Permit fee and providing Washington County deputies.
Jason explained the Rib Contest was usually held during Good Neighbor Days but became too
big of an event. He said one of the judges would be the Mayor and he was hoping to get
someone from Washington County Water Rescue. In addition, there would be professional
judges from the Kansas City Barbeque Society.
Minutes
HUGO CITY COUNCIL MEETING
HUGO CITY HALL
MONDAY, AUGUST 1, 2022 – 7 P.M.
Hugo City Council Meeting Minutes for August 1, 2022
Page 2 of 9
Miron made motion, Petryk seconded, to approve the Special Event Permit, waive the permit fee,
and provide a Washington County Deputy for the event.
All Ayes. Motion carried.
Approval of Consent Agenda
Miron made motion, Klein seconded, to approve the following Consent Agenda:
1. Approve Annual Performance Review for Public Works Director Scott Anderson
2. Approve Annual Performance Review for Public Works Worker Jeff Maas
3. Approve Six-Month Performance Review for Jennifer Compton
4. Approve Appointment of Steve Andress to the Planning Commission
5. Approve Temporary Liquor License for the Hugo Lions Club for Ribfest September 24,
2022
6. Approve Lawful Gambling Exempt Permit for Pheasants Forever at Wild Wings
7. Approve Donation to the Hugo Fire Department from the Hugo American Legion
8. Approve Pay Request No. 5 from A-1 Excavating for 121st Street/Acres of Bald Eagle
Project
9. Approve Pay Request No. 1 from Peterson Companies for Public Works Facility
Landscaping
10. Approve Release of Oversizing Credit for Watermain and Sanitary Improvements for The
Meadows of Hugo 1st Addition
11. Approve Release of Oversizing Credit for Watermain Improvements for the 121st
Street/Acres of Bald Eagle Project
12. Approve Goodview Estates Preliminary Plat
13. Approve Final Plat and Development Agreement for Goodview Estates East
14. Approve Final Plat and Development Agreement for Goodview Estates West
15. Approve Wetland Replacement Plan for Goodview Estates
16. Approve Zoning Amendment to Shoreland Ordinance
17. Approve Encroachment Agreement for 13466 Fondant Trail North- Schleicher
All Ayes. Motion carried.
Approve Claims Roster
Adoption of the Consent Agenda approved the Claim Roster as presented.
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 1, 2022
Page 3 of 9
Approve Annual Performance Review for Public Works Worker Jeff Maas
Jeff Maas was hired by the City of Hugo on July 24, 2006, as a Public Works Worker. Adoption
of the Consent Agenda approved the annual performance review for Public Works Worker Jeff
Maas.
Approve Six-Month Performance Review for Jennifer Compton
At its February 7, 2022, meeting, Council approved the hiring of Jennifer Compton
as the new Finance and Public Works Administrative Assistant beginning February 14, 2022.
Jennifer had completed the six-month probation period. Adoption of the Consent Agenda
approved the 6-month performance review for Jennifer Compton.
Approve Appointment of Steve Andress to the Planning Commission
Steve Andress had applied for a commissioner position on the Planning Commission. There were
currently three vacancies as regular commissioners and one as an alternate commissioner. Steve
had actively volunteered in the past for the Tour de Hugo bike run and the Lions Park committee.
Adoption of the Consent Agenda approved the appointment of Steve Andress as a commissioner
on the Planning Commission.
Approve Temporary Liquor License for the Lions Club for Ribfest September 24, 2022
The Hugo Lions Club had applied for a temporary On-Sale Liquor License to serve alcohol at
their Rib Fest on September 24, 2022. Alcohol would be served in an enclosed area and a deputy
would be present. Adoption of the Consent Agenda approved the temporary On-Sale Liquor
License for the Hugo Lions Club for Rib Fest on September 24. 2022.
Approve Lawful Gambling Exempt Permit for Pheasants Forever at Wild Wings
Pheasants Forever had applied for a Lawful Gambling Exempt Permit to hold raffles during their
Clays for Conservation event to be held at Wild Wings on August 28, 2022. The Minnesota
Gambling Control Board would issue the permit after approval by the City. Adoption of the
Consent Agenda approved the Lawful Gambling Exempt Permit for Pheasants Forever for
August 28, 2022, at Wild Wings Game Farm.
Approve Donation to the Hugo Fire Department from the Hugo American Legion
The Hugo American Legion wanted to donate $1,000 to the Hugo Fire Department for
equipment and training. Donations to the Fire Department needed to be approved by the City
Council. Adoption of the Consent Agenda approved the $1,000 donation from the Hugo
American Legion to the Hugo Fire Department.
Hugo City Council Meeting Minutes for August 1, 2022
Page 4 of 9
Approve Pay Request No. 5 from A-1 Excavating for 121st Street/Acres of Bald Eagle
Project
A-1 Excavating, Inc. had submitted Pay Request No. 5 in the amount of $104,561.68 for work
certified through July 15, 2022, on the 121st Street/Acres of Bald Eagle Project. The project was
substantially complete. Adoption of the Consent Agenda approved payment to A-1 Excavating,
Inc. in the amount of $104,561.68.
Approve Pay Request No. 1 from Peterson Companies for Public Works Facility
Landscaping
Peterson Companies, Inc. had submitted an application for payment for the City of Hugo Public
Works Facility Landscaping project in the amount of $107,280.70. The quantities completed to
date had been reviewed and agreed upon by City staff. Adoption of the Consent Agenda
approved Pay Request No. 1 in the amount of $107,280.70 to Peterson Companies, Inc. for the
installation of Landscaping at the City of Hugo Public Works facility.
Approve Release of Oversizing Credit for Watermain and Sanitary Improvements for The
Meadows of Hugo 1st Addition
Centra North, LLC had requested the City release their oversizing utility credit for The Meadows
of Hugo 1st Addition watermain and sanitary improvements. City staff had inspected the work
and completed all required testing and recommended releasing the $302,807 watermain and the
$499,032 sanitary sewer credit at this time as part of the signed Developers Agreement. The City
of Hugo would not be taking ownership of the watermain and sanitary sewer until final
acceptance of the project occurs. Adoption of the Consent Agenda approved the release of the
oversizing utility credit.
Approve Release of Oversizing Credit for Watermain Improvements for the 121st
Street/Acres of Bald Eagle Project
Drengson May Enterprises, LLC had requested the City release their oversizing utility credit for
the 121st Street/Acres of Bald Eagle Project watermain improvements. City staff had inspected
the work and completed all required testing and recommended releasing the $35,364 watermain
credit at this time as part of the signed Developers Agreement. The City of Hugo would not be
taking ownership of the watermain until final acceptance of the project occurs. Adoption of the
Consent Agenda approved the release of the oversizing utility credit.
Approve Goodview Estates Preliminary Plat
Integrity Land Development, Inc., had requested Preliminary Plat approval for 59 lots and two
outlots on approximately 70 acres, 36.7 acres of buildable land, to be known as “Goodview
Estates”. At its July 14, 2022, meeting, the Planning Commission held a public hearing and
considered the request. There were several residents that spoke during with hearing with
concerns and comments on traffic, drainage, and grading. Staff found that the development was
consistent with comprehensive land use regulations, the subdivision regulations, and met the
Hugo City Council Meeting Minutes for August 1, 2022
Page 5 of 9
criteria necessary to approve the Preliminary Plat. The Planning Commission agreed and
unanimously recommended approval of the Preliminary Plat subject to the conditions listed in
the resolution. Adoption of the Consent Agenda approved RESOLUTION 2022-42
APPROVING A PRELIMINARY PLAT INTEGRITY LAND DEVELOPMENT, INC. FOR
“GOODVIEW ESTATES” LOCATED AT 13452 GOODVIEW AVENUE NORTH.
Approve Final Plat and Development Agreement for Goodview Estates East
Integrity Land Development, Inc., had requested approval of a final plat in order to plat 29 lots
and three outlots as Phase One of the Goodview Estates development. The lots met the
minimum lot standards and requirements outlined in the regulations of the Single Family
Detached Residential Zoning District. Staff recommended approval of the resolution approving
the Final Plat and Development Agreement for Goodview Estates East, subject to review and
approval by the City Attorney. Adoption of the Consent Agenda approved RESOLUTION
2022-43 APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR PRATT
DEVELOPMENT FOR “GOODVIEW ESTATES EAST” LOCATED WEST OF GOODVIEW
AVENUE NORTH AND SOUTH OF EGG LAKE ROAD NORTH.
Approve Final Plat and Development Agreement for Goodview Estates West
Integrity Land Development, Inc., had requested approval of a final plat in order to plat 30 lots as
Phase Two of the Goodview Estates development. The lots met the minimum lot standards and
requirements outlined in the regulations for the Single Family Detached Residential zoning
district. Staff recommended approval of the resolution approving the Final Plat and Development
Agreement for Goodview Estates West, subject to review and approval by the City Attorney.
Adoption of the Consent Agenda approved RESOLUTION 2022-44 APPROVING A FINAL
PLAT AND DEVELOPMENT AGREEMENT FOR PRATT DEVELOPMENT FOR
“GOODVIEW ESTATES WEST” LOCATED WEST OF GOODVIEW AVENUE NORTH
AND SOUTH OF EGG LAKE ROAD NORTH.
Approve Wetland Replacement Plan for Goodview Estates
Integrity Homes was proposing to develop a 70-acre property into the Goodview Estates
development. The development would include 59 single family residential lots. The property had
33.4 acres of wetlands on site. The development would result in .53 acres of wetland impact,
mostly for road construction and grading. The applicant was proposing to replace the impacts to
the wetland basin though the purchase of wetland credits from an approved wetland bank.
Adoption of the Consent Agenda approved the wetland replacement plan, subject to final
Technical Evaluation Panel issuance of the Notice of Decision for the wetland replacement
application.
Approve Zoning Amendment to Shoreland Ordinance
The Shoreland District is an overlay district in the City of Hugo. Overlay districts are
superimposed over zoning districts and are areas within the City that have special regulations
applied to them because of their unique characteristics. The Shoreland District of the City is land
Hugo City Council Meeting Minutes for August 1, 2022
Page 6 of 9
that is within 1,000 feet of the ordinary high water (OHW) level of the lakes, ponds, and
flowages, and within 300 feet of the OHW level of the rivers and streams listed in the shoreland
classification table in the ordinance. The structure setbacks in the City’s shoreland ordinance
were more restrictive than the State Statutes regarding shoreland setbacks that the DNR uses. In
order for the setbacks to align and match with the State Statutes, staff recommended approval of
the ordinance amending the setbacks in the shoreland ordinance. Adoption of the Consent
Agenda approved ORDINANCE 2022-513 REPLACING CHAPTER 90, ARTICLE IV
ZONING DISTRICT REGULATIONS, DIVISION 2 OVERLAY DISTRICTS, SECTION 90-
137 SHORELAND DISTRICT.
Approve Encroachment Agreement for 13466 Fondant Trail North- Schleicher
Lauren and Brent Schleicher had requested an encroachment agreement to allow construction of
a fence within a drainage and utility easement on property located at 13466 Fondant Trail North.
The Senior Engineering Technician had reviewed the location of the fence and was comfortable
with the request. Adoption of the Consent Agenda approved RESOLUTION 2022-45
APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW CONSTRUCTION OF A
FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY
LOCATED AT 13466 FONDANT TRAIL NORTH.
. Public Hearing on an Off-Sale Liquor License for Brian Mottaz for 14849 Forest
Boulevard (Sager Liquor) and Approval of Tobacco License
Brian Mottaz, 5359 Nottingham Road, North Branch, had applied for an Off-Sale Liquor License
for 14849 Forest Boulevard, Unit #1, currently Sager’s Liquor. After 20 years in business, Terry
Sager was selling the business to Mottaz who would reopen it as Mottaz’s Bottle Shop. Mottaz
had paid all fees and licenses and passed the background check. Hugo City Code required a
public hearing be held to consider new off-sale licenses. Additionally, Mottaz was requesting
approval of a Tobacco License for the store.
Brian Mottaz introduced himself and said he had known Terry Sager since he was young, and he
was excited to be in the area.
Mayor Weidt opened the public hearing. There were no comments, and he closed the public
hearing.
Klein made motion, Strub seconded, to approve Off-Sale Liquor License and Tobacco License
for Brian Mottaz.
All Ayes. Motion carried.
Public Hearing on Vacation of Drainage and Utility Easement and Approval of an
Encroachment Agreement for 4635 Ethan Trail North- Christenson
Casey and Kristen Christenson had requested vacation of a portion of the existing drainage and
utility easement located over property located at 4635 Ethan Trail North. Community
Hugo City Council Meeting Minutes for August 1, 2022
Page 7 of 9
Development Director Rachel Juba explained the lot had existing drainage and utility easements
on the property that were dedicated as part of the Prairie Village 3rd Addition final plat. The
applicant wanted to install a pool on the property. The Senior Engineering Technician had
reviewed the request and determined that five feet of the easement could be vacated. The
applicant was also requesting an encroachment agreement for a fence that would be located in
the easement area.
Mayor Weidt opened the public hearing. There were no comments, and he closed the public
hearing.
Petryk made motion, Klein seconded, to approve the notice to vacate a portion of the drainage
and utility easement and approve RESOLUTION 2022-46 APPROVING AN
ENCROACHMENT AGREEMENT TO ALLOW CONSTRUCTION OF A FENCE AND
CONCRETE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY
LOCATED AT 4635 ETHAN TRAIL NORTH.
All Ayes. Motion carried.
Oneka Prairie Sketch Plan
Southwind Builders, LLC had requested the review of a sketch plan for a residential
development with 59 lots and a small neighborhood park. The property was located north of the
Oneka Place development at the end of Oneka Parkway. The property was currently vacant,
relatively flat, and has some site constraints due to wetlands. The applicant was requesting
receive feedback on the project in regards to general layout, lot sizes, setbacks, and road
construction.
Community Development Director Rachel Juba explained property was zoned Future Urban
Service and was guided as low density residential in the 2040 Land Use Plan. The allowed net
density was up to four units per acre with a PUD. The development was proposed to be 2.8 units
per acre, which met the density requirements. The parcel to be developed would be 24.83 acres
with 3.66 acres of wetland.
The applicant was asking for flexibility from the zoning code through a Planned Unit
Development for lot size, lot width, and setbacks. In exchange, the applicant would have a
stormwater reuse system for irrigation and would be responsible for the cost and installation of
the playground equipment, shelter, and sidewalk. A wetland was also shown on the proposed
park, and Juba explained wetlands were not given credit for park dedication. Juba reviewed park
dedication requirements saying the applicant was required to dedicate 2.14 acres of buildable
land or pay $200,600. The developer was proposing to dedicate a .66-acre tot lot and pay
$146,420. The Park Commission recommended approval of this at their July 20, 2022, meeting.
Juba explained there would be sewer and water from the south, and a trunk lift station would be
located somewhere on the proposed Oneka Parkway. There had been discussions with the
applicant on Oneka Parkway only extending 700 feet to the north. They stated that with the
development being small, if they had to extend the road to 165th Street, the project would not be
Hugo City Council Meeting Minutes for August 1, 2022
Page 8 of 9
feasible. When the property to the west was developed, the City received right-of-way for half
the road, so it made sense for them to only complete their half of the right-of-way. Juba
reviewed comments from the Planning Commission saying they were okay with the proposed
portion of Oneka Parkway being built.
Larry Alm from Southwind Builders, 5960 Highway 61, White Bear Township, said he tried to
protect the wetlands as best as he could. They worked with WSB to figure out how to access
those for irrigation. He said there was plenty of space to retain water on the site. He was not
sure who the builders would be. There would be no slab on grade, and there would be a
combination of full and lookout basements.
Miron asked Juba how much more the distance would be to connect Oneka Parkway to 165th
Street. Rachel replied the it would be about 500 feet more to connect.
Strub asked about the wetland in playground area. Alm replied to would be best to increase size
of Lot 14 and include the wetland with it. He said the wetland was mainly grass, and would only
have water from the immediate area.
Klein asked about the house sizes and how far apart they would be. Alm replied they would be
15 feet apart. Juba added that most developments that have 65 foot lots with a PUD have
received flexibility from the lot setbacks.
Petryk asked about lots being built up. Alm replied they would use the dirt from digging the
ponds. The homes would be a mix of full basements, lookouts, and walkouts.
Petryk asked if he had done any developments with water reuse systems. Alm responded that he
had not but can see it would work, and he hoped they were sizing the ponds correctly.
Weidt talked about product having changed over the years to smaller yard space. He said he had
no problem with lot sizes and setbacks. He said it would be nice to have the road to 165th Street
but he was fine with what is being proposed.
Alm agreed that not many people seem to use their yards, and he thought the park would be
utilized, and the trail connection would help.
Petryk asked about how the Parks Commission would feel if the wetland in the park was
removed. Juba responded that it was not a quality wetland, but they would continue to talk about
it.
National Night Out Tuesday, August 2, 2022
City Administrator Bryan Bear reminded Council they had scheduled a meeting to attend
National Night Out events on Tuesday, August 2, 2022. Staff provided Council a list of events.
Council agreed to meet at City Hall at 4:45 p.m.
Hugo City Council Meeting Minutes for August 1, 2022
Page 9 of 9
Candidate Filing for City Offices August 2-16, 2022
The General Election would be held on Tuesday, November 8, 2022. City races on the ballot
were Mayor, Council Member Ward 1 and Council Member Ward 3. City Administrator Bryan
Bear informed Council that filing for these offices would take place from August 2-16 at City
Hall.
Schedule Grand Opening for New Public Works Facility
With the completion of the new Public Works facility, staff requested Council select a date on
which to hold a grand opening. City Administrator suggested it be held the last week of August
or the first week of September at 3 or 4 p.m.
Miron made motion, Strub seconded, to hold the Grand Opening of the new Public Works
facility on Wednesday, September 7, 2022, at 3 p.m.
All Ayes. Motion carried.
Adjournment
Miron made motion, Klein seconded, to adjourn at 7:47 p.m.
All Ayes. Motion carried.
Respectfully Submitted,
Michele Lindau
City Clerk
1
Michele Lindau
From:Jim (Jr) Compton
Sent:Thursday, July 28, 2022 4:07 PM
To:Bryan Bear; Anna Wobse; Michele Lindau
Subject:Fwd: Resignation.
Please see attached resignation from Cameron. I confirmed it is effective immediately. Please place on the next council
agenda for approval.
Thank you,
MAKE IT A GREAT DAY!
Jim Compton, Jr.
Fire Chief
City of Hugo Fire Department
651‐762‐6362 office
651‐248‐4475 cell
jrcompton@ci.hugo.mn.us
Caution: This email originated outside our organization; please use caution.
Chief,
After having a discussion with my wife, it has been decided that it is the best
interest of my family and the fire department for me to resign. I do not have the
time to give my best to the fire department. With my work schedule and my
Wife's work schedule, I have limited free time to make calls, trainings, etc... I was
really hoping and trying make it work. It has been causing me anxiety and has
been putting stress on my family. I am not able to be the dependable firefighter
that I wanted to be, which is not fair to the department. However, I have the
utmost respect for all of you, and what you are doing. I appreciate the opportunity
you gave me and the experience that I have gained. I sincerely hope that in the
future I can return and be an asset to the department.
Respectfully,
Cameron Barukzoy
Forest Boulevard NorthGoodview Avenue North152n
d
S
t
r
e
e
t
N
o
r
t
h
Goodvie
w
T
r
a
i
l
N
o
r
t
h
Goodview Trail Court North152nd Street North
152nd
S
t
r
e
e
t
N
o
r
t
h
Shores of Oneka Lake PUD and Preliminary Plat
Location Map
Hugo, MN
Site
Roads
Hugo Border
Parcel Boundary
¯0 500Feet1 in = 500 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Shores of Oneka Lake Notice.mxdSite
G.6
178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM July 28, 2022
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: No Parking Resolution along west side of Finale Avenue
City of Hugo, MN
Dear Mayor and Council,
Upper 146th Street between Upper Finale Avenue and Fitzgerald Avenue is currently 24 feet wide
with parking bays on the north side adjacent to the park. Based on MnDOT design guidelines for
roadways with on street parking, the existing road width would not allow for parking on the south
side of the road while still maintaining traffic in both directions.
Staff recommends approval of the resolution restricting parking along the south side of Upper
146th Street between Upper Finale Avenue and Fitzgerald Avenue as the existing pavement width
does not provide adequate width for parking on both sides of the street.
If you have any questions or items you wish to discuss, you can contact me at 612-360-1278.
Sincerely,
WSB
Mark Erichson, PE
City Engineer
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
RESOLUTION NO. 2022-
CITY OF HUGO
WASHINGTON COUNTY, MINNESOTA
A RESOLUTION RESTRICTING PARKING ALONG THE WEST SIDE OF
FINALE AVENUE FROM UPPER 146TH STREET TO 147TH STREET
WHEREAS, the existing roadway width on Finale Avenue between Upper 146th Street and 147th
Street is 26 feet with parking bays along the east side of the road and does not provide adequate
width for parking on both sides of the street; and
WHEREAS, the City of Hugo staff is in agreement that Finale Avenue between Upper 146th
Street and 147th Street should restrict parking on the west side of Finale Avenue and only allow
parking on the east side of the road only (within the existing parking bays) to allow traffic in
both directions.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Hugo, Minnesota,
as follows:
1. The City of Hugo shall prohibit the parking of motor vehicles along the west side of
Finale Avenue from Upper 146th Street and 147th Street.
This resolution was adopted by the City Council of the City of Hugo on the 15th day of August,
2022, by a vote of Ayes and Nays.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
(seal)
178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM July 28, 2022
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: No Parking Resolution along south side of Upper 146th Street
City of Hugo, MN
Dear Mayor and Council,
Upper 146th Street between Upper Finale Avenue and Fitzgerald Avenue is currently 24 feet wide
with parking bays on the north side adjacent to the park. Based on MnDOT design guidelines for
roadways with on street parking, the existing road width would not allow for parking on the south
side of the road while still maintaining traffic in both directions.
Staff recommends approval of the resolution restricting parking along the south side of Upper
146th Street between Upper Finale Avenue and Fitzgerald Avenue as the existing pavement width
does not provide adequate width for parking on both sides of the street.
If you have any questions or items you wish to discuss, you can contact me at 612-360-1278.
Sincerely,
WSB
Mark Erichson, PE
City Engineer
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
C:\Users\michele.lindau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\7QEGL1JX\RSLTN- No Parking 072822.doc
RESOLUTION NO. 2022-
CITY OF HUGO
WASHINGTON COUNTY, MINNESOTA
A RESOLUTION RESTRICTING PARKING ALONG THE SOUTH SIDE OF
UPPER 146TH STREET FROM FINALE AVENUE TO FITZGERALD AVENUE
WHEREAS, the existing roadway width on Upper 146th Street from Finale Avenue to Fitzgerald
Avenue is 24 feet with parking bays along the north side of the road and does not provide
adequate width for parking on both sides of the street; and
WHEREAS, the City of Hugo staff is in agreement that Upper 146th Street from Finale Avenue
to Fitzgerald Avenue should restrict parking to the north side of the road only (within the
existing parking bays) to allow traffic in both directions.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Hugo, Minnesota,
as follows:
1. The City of Hugo shall prohibit the parking of motor vehicles along the south side of
Upper 146th Street from Finale Avenue to Fitzgerald Avenue.
This resolution was adopted by the City Council of the City of Hugo on the 15th day of August,
2022, by a vote of Ayes and Nays.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
(seal)
701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COMAugust 9, 2022
Scott Anderson
Public Works Director, City of Hugo
6900 137th Street N
Hugo, MN 55038
Re: Scope of Work and Cost – Asbestos and Regulated Materials Assessment
Residential Property
6540 Greene Ave N
Hugo, MN 55038
Dear Mr. Anderson:
Outlined below is a scope of work and cost estimate for WSB to complete an Asbestos and
Regulated Materials (ARM) Assessment at the residential property located at 6540 Greene Ave N
in Hugo, Minnesota (Site). The Site consists of Washington County Parcel 16.031.21.32.0001.
WSB understands the Site is developed with a two-story residential dwelling with detached
garage, one barn, and two sheds. According to Site information obtained from Washington
County, the dwelling was constructed in 1951 and consists of 2,184 square feet of living space.
WSB understands the City of Hugo (City) has recently purchased the Site and intends to
demolish the existing Site buildings. The former owner is currently renting the Site until
approximately September 1, 2022.
The purpose of the ARM Assessment is to identify asbestos and other regulated materials at the
Site buildings that will require special management prior to and/or during demolition activities.
The following items will be completed:
Destructive Asbestos Sampling – WSB will identify friable and non-friable asbestos-
containing materials (ACM) in accordance with EPA, MPCA, and MDH rules and
regulations. In addition, WSB will identify ACM that could become friable during
demolition activities, and according to State and Federal regulations, would require
abatement prior to disturbance. It is assumed that up to 95 asbestos samples will be
collected and analyzed.
Limited Lead-Based Paint Sampling – WSB will identify lead-based paint (LBP) on
painted/coated concrete surfaces that have the potential to be recycled during the
demolition process. At a minimum, paint sampling will be completed for satisfying MPCA
requirements for concrete recycling and reuse. It is assumed that up to 10 paint chips will
be collected and analyzed.
Regulated Materials Inventory – WSB will identify regulated building materials present at
the Site buildings that may require special management prior to or during demolition.
WSB will also note other items present that may require special attention prior to or
during demolition including wells, septic systems, sumps, above/underground tanks,
hoists, and oil water separators.
Reporting – WSB will summarize the results of the Destructive ARM Assessment in a
final report. At a minimum, the report will include a scope of work, sampling methods and
procedures, figures identifying ACM sample locations, regulated materials inventory,
investigation results including locations and quantities of identified ACM, and conclusions
and recommendations.
Mr. Scott Anderson
August 9, 2022
Page 2
It is assumed that the ARM Assessment will be completed while the Site is vacant, and damage
resulting from sampling will not be repaired/replaced by WSB.
Total Cost and Schedule
The estimated cost to perform the above-described ARM Assessment is not to exceed $4,950. If
additional work is required beyond the summarized scope above, WSB will receive authorization
from the City prior to performing extra work. Upon authorization, WSB can initiate the work
immediately. If you wish to authorize this work, please sign below and submit a copy to WSB.
Acceptance
This proposal represents our understanding of the project scope. All work completed through this
proposal will be governed by the enclosed General Contract Provisions. If the scope and fee are
acceptable, please sign on the space provided and return one copy to WSB. We are available to
begin work once we receive signed authorization.
WSB appreciates the opportunity of being considered for this project and we look forward to
providing our professional services to you. If you have any questions about this proposal, please
feel free to call Ryan Spencer at 612.723.3644.
Sincerely,
Ryan Spencer, CHMM Ben Fehr
Director or Env Investigation and Remediation Senior Environmental Scientist
___________________________________________________________________________
Enclosures
WSB 2022 Rate Schedule
WSB General Contract Provisions
Signature
I hereby authorize the above scope of work, schedule, and cost.
_________________________________________
Name (Print)
_________________________________________
Signature
_________________________________________
Date
2022 Rate Schedule
WSBENG.COM
Billing Rate/Hour
PRINCIPAL | ASSOCIATE
$162 - $206
SR. PROJECT MANAGER | SR. PROJECT ENGINEER
$162 - $206
PROJECT MANAGER
$143 - $159
PROJECT ENGINEER | GRADUATE ENGINEER
$97 - $158
ENGINEERING TECHNICIAN | ENGINEERING SPECIALIST
$62 - $154
LANDSCAPE ARCHITECT | SR. LANDSCAPE ARCHITECT
$73 - $154
ENVIRONMENTAL SCIENTIST | SR. ENVIRONMENTAL SCIENTIST
$60 - $151
PLANNER | SR. PLANNER
$75 - $159
GIS SPECIALIST | SR. GIS SPECIALIST
$72 - $159
CONSTRUCTION OBSERVER
$98 - $128
SURVEY
One-Person Crew $159
Two-Person Crew $207
OFFICE TECHNICIAN
$56 - $97
Costs associated with word processing, cell phones, reproduction of common correspondence, and mailing are
included in the above hourly rates. Vehicle mileage is included in our billing rates [excluding geotechnical and
construction materials testing (CMT) service rates]. Mileage can be charged separately, if specifically outlined by
contract. | Reimbursable expenses include costs associated with plan, specification, and report reproduction; permit
fees; delivery costs; etc. | Multiple rates illustrate the varying levels of experience within each category. | Rate
Schedule is adjusted annually.
Exhibit A – GENERAL CONTRACT PROVISIONS FOR ENVIRONMENTAL INVESTIGATION, REMEDIATION OR ASSESSMENT 02.12.20 - MN
Page 1
WSB & ASSOCIATES, INC.
EXHIBIT A
GENERAL CONTRACT PROVISIONS FOR ENVIRONMENTAL INVESTIGATION, REMEDIATION OR
ASSESSMENT
ARTICLE 1 – PERFORMANCE OF THE WORK
Consultant shall perform the services under this Agreement in accordance with the care and skill ordinarily
exercised by members of Consultant’s profession practicing under similar circumstances at the same time
and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or
otherwise, in connection with its services.
ARTICLE 2 – ADDITIONAL SERVICES
If the Client requests that the Consultant perform any services which are beyond the scope as set forth in
the Agreement, or if changed or unforeseen conditions require the Consultant to perform services outside
of the original scope, then, Consultant shall promptly notify the Client of cause and nature of the additional
services required. Upon notification, Consultant shall be entitled to an equitable adjustment in both
compensation and time to perform.
ARTICLE 3 – SCHEDULE
Unless specific periods of time or dates for providing services are specified in a separate Exhibit,
Consultant’s obligation to render services hereunder will be for a period which may reasonably be required
for the completion of said services. The Client agrees that Consultant is not responsible for damages
arising directly or indirectly from any delays for causes beyond Consultant’s control. For purposes of th is
Agreement, such causes include, but are not limited to, strikes or other labor disputes; severe weather
disruptions, or other natural disasters or acts of God; fires, riots, war or other emergencies; any action or
failure to act in a timely manner by any government agency; actions or failure to act by the Client or the
Client’s contractor or consultants; or discovery of any hazardous substance or differing site conditions. If
the delays outside of Consultant’s control increase the cost or the time required by Consultant to perform
its services in accordance with professional skill and care, then Consultant shall be entitled to a reasonable
adjustment in schedule and compensation.
ARTICLE 4 – JOBSITE SAFETY
Neither the professional activities of the Consultant, nor the presence of the Consultant or its employees
and subconsultants at a construction/project site, shall impose any duty on the Consultant, nor relieve the
general contractor of its obligations, duties and responsibilities including, but not limited to, construction
means, methods, sequence, techniques or procedures necessary for performing, superintending and
coordinating the work in accordance with the contract documents and any health or safety precautions
required by any regulatory agencies. The Consultant and its personnel have no authority to exercise any
control over any construction contractor or its employees in connection with their work or any health or
safety programs or procedures. The Client agrees that the general contractor shall be solely responsible
for jobsite and worker safety and warrants that this intent shall be carried out in the Client's contract with
the general contractor.
ARTICLE 5 – OPINIONS OF PROBABLE COST
Opinions, if any, of probable cost, construction cost, financial evaluations, feasibility studies, economic
analyses of alternate solutions and utilitarian considerations of operations and maintenance costs ,
collectively referred to as “Cost Estimates,” provided for are made or to be made on the basis of the
Consultant's experience and qualifications and represent the Consultant's best judgment as an experienced
and qualified professional design firm. The parties acknowledge, however, that the Consultant does not
have control over the cost of labor, material, equipment or services furnished by others or over market
conditions or contractor’s methods of determining their prices, and any evaluation of any facility to be
constructed or acquired, or work to be performed must, of necessity, be viewed as simply preliminary.
Accordingly, the Consultant and Client agree that the proposals, bids or actual costs may vary from
opinions, evaluations or studies submitted by the Consultant and that Consultant assumes no responsibility
for the accuracy of opinions of Cost Estimates and Client expressly waives any claims related to the
Exhibit A – GENERAL CONTRACT PROVISIONS FOR ENVIRONMENTAL INVESTIGATION, REMEDIATION OR ASSESSMENT 02.12.20 - MN
Page 2
accuracy of opinions of Cost Estimates. If Client wishes greater assurance as to Cost Estimates, Client
shall employ an independent cost estimator as part of its Project responsibilities.
ARTICLE 6 – REUSE AND DISPOSITION OF INSTRUMENTS OF SERVICE
All documents, including reports, drawings, calculations, specifications, CADD materials, computers
software or hardware or other work product prepared by Consultant pursuant to this Agreement are
Consultant’s Instruments of Service and Consultant retains all ownership interests in Instruments of
Service, including copyrights. The Instruments of Service are not intended or represented to be su itable
for reuse by the Client or others on extensions of the Project or on any other project. Copies of documents
that may be relied upon by Client are limited to the printed copies (also known as hard copies) that are
signed or sealed by Consultant. Files in electronic format furnished to Client are only for convenience of
Client. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole
risk. Consultant makes no representations as to long term compatibility, usability or readability of electronic
files.
If requested, at the time of completion or termination of the work, the Consultant may make available to the
Client the Instruments of Service upon (i) payment of amounts due and owing for work performed and
expenses incurred to the date and time of termination, and (ii) fulfillment of the Client’s obligations under
this Agreement. Any use or re-use of such Instruments of Service by the Client or others without written
consent, verification or adaptation by the Consultant except for the specific purpose intended will be at the
Client’s risk and full legal responsibility and Client expressly releases all claims against Consultant arising
from re-use of the Instruments of Service without Consultant’s written consent, verification or adaptation.
The Client will, to the fullest extent permitted by law, indemnify and hold the Consultant harmless from any
claim, liability or cost (including reasonable attorneys' fees, and defense costs) arising or allegedl y arising
out of any unauthorized reuse or modification of these Instruments of Service by the Client or any person
or entity that acquires or obtains the reports, plans and specifications from or through the Client without the
written authorization of the Consultant. Under no circumstances shall transfer of Instruments of Service be
deemed a sale by Consultant, and Consultant makes no warranties, either expressed or implied, of
merchantability and fitness for any particular purpose. Consultant shall be entitled to compensation for any
consent, verification or adaption of the Instruments of Service for extensions of the Project or any other
project.
ARTICLE 7 – PAYMENTS
Payment to Consultant shall be on a lump sum or hourly basis as set out in the Agreement. Consultant is
entitled to payment of amounts due plus reimbursable expenses. Client will pay the balance stated on the
invoice unless Client notifies Consultant in writing of any disputed items within fifteen (15) days from the
date of invoice. In the event of any dispute, Client will pay all undisputed amounts in the ordinary course,
and the Parties will endeavor to resolve all disputed items. All accounts unpaid after thirty (30) days from
the date of original invoice shall be subject to a service charge of 1 -1/2% per month, or the maximum
amount authorized by law, whichever is less. Consultant reserves the right to retain instruments of service
until all invoices are paid in full. Consultant will not be liable for any claims of loss, delay, or damage by
Client for reason of withholding services or instruments of service until all invoices are paid in full. Consultant
shall be entitled to recover all reasonable costs and disbursements, including reasonable attorney fees,
incurred in connection with collecting amounts owed by Client. In addition, Consultant may, after giving
seven (7) days’ written notice to Client, suspend services under this Agreement until it receives full payment
for all amounts then due for services, expenses and charges .
ARTICLE 8 – SUBMITTALS AND PAY APPLICATIONS
If the Scope of Work includes the Consultant reviewing and certifying the amounts due the Contractor, the
Consultant’s certification for payment shall constitute a representation to the Client, that to the best of the
Consultant’s knowledge, information and belief, the Work has progressed to the point indicated and that
the quality of the Work is in general accordance with the Documents issued by the Consultant. The issuance
of a Certificate for Payment shall not be a representation that the Consultant has (1) made exhaustive or
continuous on-site inspections to check the quality or quantity of the Work, (2) reviewed construction
means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from
Subcontractors and material suppliers and other data requested by the Client to substantiate the
Exhibit A – GENERAL CONTRACT PROVISIONS FOR ENVIRONMENTAL INVESTIGATION, REMEDIATION OR ASSESSMENT 02.12.20 - MN
Page 3
Contractor’s right to payment, or (4) ascertained how or for what purpose the Contractor has used money
previously paid on account of the Contract Sum. Contractor shall remain exclusively responsible for its
Work.
If the Scope of Work includes Consultant’s review and approval of submittals from the Contractor, such
review shall be for the limited purpose of checking for conformance with the information given and the
design concept. The review of submittals is not intended to determine the accuracy of all components, the
accuracy of the quantities or dimensions, or the safety procedures, means or methods to be used in
construction, and those responsibilities remain exclusively with the Client’s contractor.
ARTICLE 9 – HAZARDOUS MATERIALS
Notwithstanding the Scope of Services to be provided pursuant to this Agreement, it is understood and
agreed that Consultant is not a user, handler, generator, operator, treater, arranger, storer, transporter , or
disposer of hazardous or toxic substances, pollutants or contaminants as any of the foregoing items are
defined by Federal, State and/or local law, rules or regulations, now existing or hereafter amended, and
which may be found or identified on any Project which is undertaken by Consultant.
The Client agrees to indemnify Consultant and its officers, subconsultant(s), employees and agents from
and against any and all claims, losses, damages, liability and costs, including but not limited to costs of
defense, arising out of or in any way connected with, the presence, discharge, release, or escape of
hazardous or toxic substances, pollutants or contaminants of any kind, except that this clause shall not
apply to such liability as may arise out of Consultant’s sole negligence in the performance of services under
this Agreement arising from or relating to hazardous or toxic substances, pollutants, or contaminants
specifically identified by the Client and included within Consultant’s services to be provided under this
Agreement.
ARTICLE 10 – INSURANCE
Consultant has procured general and professional liability insurance. On request, Consultant will furnish
client with a certificate of insurance detailing the precise nature and type of insurance, along with applicable
policy limits.
ARTICLE 11 – TERMINATION OR SUSPENSION
If Consultant’s services are delayed or suspended in whole or in part by Client, or if Consultant’s services
are delayed by actions or inactions of others for more than sixty (60) days through no fault of Consultant,
Consultant shall be entitled to either terminate its agreement upon seven (7) days written notice or, at its
option, accept an equitable adjustment of rates and amounts of compensation provided for elsewhere in
this Agreement to reflect reasonable costs incurred by Consultant in connection with, among other things,
such delay or suspension and reactivation and the fact that the time for performance under this Agreement
has been revised.
This Agreement may be terminated by either party upon seven (7) days written notice should the other
party fail substantially to perform in accordance with its terms through no fault of the party initiating the
termination. In the event of termination Consultant shall be compensated fo r services performed prior to
termination date, including charges for expenses and equipment costs then due and all termination
expenses.
This Agreement may be terminated by either party upon thirty (30) days’ written notice without cause.
Consultant shall upon termination only be entitled to payment for the work performed up to the Date of
termination. In the event of termination, copies of plans, reports, specifications, electronic drawing/data
files (CADD), field data, notes, and other documents whether written, printed or recorded on any medium
whatsoever, finished or unfinished, prepared by the Consultant pursuant to this Agreement and pertaining
to the work or to the Project, (hereinafter "Instruments of Service"), shall be made available to the Client
upon payment of all amounts due as of the date of termination. All provisions of this Agreement allocating
responsibility or liability between the Client and Consultant shall survive the completion of the services
hereunder and/or the termination of this Agreement.
Exhibit A – GENERAL CONTRACT PROVISIONS FOR ENVIRONMENTAL INVESTIGATION, REMEDIATION OR ASSESSMENT 02.12.20 - MN
Page 4
ARTICLE 12 – INDEMNIFICATION
The Consultant agrees to indemnify and hold the Client harmless from any damage, liability or c ost to the
extent caused by the Consultant’s negligence or willful misconduct.
The Client agrees to indemnify and hold the Consultant harmless from any damage, liability or cost to the
extent caused by the Client’s negligence or willful misconduct.
ARTICLE 13 – WAIVER OF CONSEQUENTIAL DAMAGES
Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither
the Client nor the Consultant, their respective officers, directors, partners, employees, contractors or
subconsultants shall be liable to the other or shall make any claim for any incidental, indirect or
consequential damages arising out of or connected in any way to the Project or to this Agreement. This
mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss
of business, loss of income, loss of reputation and any other consequential damages that either party may
have incurred from any cause of action including negligence, strict liability , breach of contract and breach
of strict or implied warranty. Both the Client and the Consultant shall require similar waivers of consequential
damages protecting all the entities or persons named herein in all contracts and subcontracts with others
involved in this project. This mutual waiver shall apply even if the damages were foreseeable and regardless
of the theory of recovery plead or asserted.
ARTICLE 14 – WAIVER OF CLAIMS FOR PERSONAL LIABILITY
It is intended by the parties to this Agreement that Consultant’s services shall not subject Consultant’s
employees, officers or directors to any personal legal exposure for the risks associated with this Agreement.
Therefore, and notwithstanding anything to the contrary contained herein, the Client agrees that as the
Client’s sole and exclusive remedy, any claim, demand or suit shall be directed and/or asserted only against
Consultant, and not against any of Consultant’s individual employees, officers or directors.
ARTICLE 15 – ASSIGNMENT
Neither Party to this Agreement shall assign its interest in this agreement, any proceeds due under the
Agreement nor any claims that may arise from services or payments due under the Agreement without the
written consent of the other Party. Any assignment in violation of this provision shall be null and void.
Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor
of a third party against either the Consultant or Client. This Agreement is for the exclusive benefit of
Consultant and Client and there are no other intended beneficiaries of this Agreement.
ARTICLE 16 – CONFLICT RESOLUTION
In an effort to resolve any conflicts that arise during the design or construction of the project or following
the completion of the project, the Client and Consultant agree that all disputes between them arising out of
or relating to this Agreement shall be submitted to nonbinding mediation as a precondition to any formal
legal proceedings.
ARTICLE 17 – CONFIDENTIALITY
The Consultant agrees to keep confidential and not to disclose to any person or entity, other than the
Consultant’s employees, subconsultants and the general contractor and subcontractors, if appropriate, any
data and information furnished to the Consultant and marked CONFIDENTIAL by the Client. These
provisions shall not apply to information in whatever form that comes into the public domain, nor shall it
restrict the Consultant from giving notices required by law or complying with an order to provid e information
or data when such order is issued by a court, administrative agency or other authority with proper
jurisdiction, or if it is reasonably necessary for the Consultant to complete services under the Agreement or
defend itself from any suit or claim.
ARTICLE 18 – LIMITATION OF LIABILITY
To the fullest extent permitted by law, and not withstanding any other provision of this Agreement, the total
liability, in the aggregate, of the Consultant and the Consultant's officers, directors, partners, employees
and subconsultants, and any of them, to the Client and anyone claiming by or through the Client, for any
and all claims, losses, costs or damages, including attorneys' fees and costs and expert -witness fees and
costs of any nature whatsoever or claims expenses resulting from or in any way rel ated to the project or
Exhibit A – GENERAL CONTRACT PROVISIONS FOR ENVIRONMENTAL INVESTIGATION, REMEDIATION OR ASSESSMENT 02.12.20 - MN
Page 5
the Agreement from any cause or causes shall not exceed $20,000. It is intended that this limitation apply
to any and all liability or cause of action, including without limitation active and passive negligence however
alleged or arising, unless otherwise prohibited by law. In no event shall the Consultant’s liability exceed the
amount of available insurance proceeds.
ARTICLE 19 – CONTROLLING LAW
This Agreement is to be governed by the laws of the State of Minnesota. Any controversy or claim arising
out of or relating to this Agreement, or the breach thereof, including but not limited to claims for negligence
or breach of warranty, that is not settled by nonbinding mediation shall be settled by the law of the State of
Minnesota.
ARTICLE 20 – LOCATION OF UNDERGROUND IMPROVEMENTS
Where requested by Client, Consultant will perform customary research to assist Client in locating and
identifying subterranean structures or utilities. However, Consultant may reasonably rely on information from
the Client and information provided by local utilities related to structures or utilities and will not be liable for
damages incurred where Consultant has complied with the standard of care and acted in reliance on that
information. The Client agrees to waive all claims and causes of action against the Consultant for claims
by Client or its contractors relating to the identification, removal, relocation, or restoration of utilities, or
damages to underground improvements resulting from subsurface penetration locations established by the
Consultant.
ARTICLE 21 – ACCESS TO SITE
Client shall arrange and provide such access to the site as is necessary for Consultant to perform the work.
ARTICLE 22 - SAMPLE DISPOSAL
All environmental samples (“Samples”) collected by Consultant are sent to and analyzed by a third-party
laboratory, and all such Samples shall be disposed of according to the third-party laboratory’s policies.
ARTICLE 23 – EXPERT WITNESS AND SUBPOENA FEES
Consultant shall not be retained as an expert witness except by separate, written agreement. The Client
agrees to pay Consultant’s costs to respond to any subpoena related to the work performed under this
Agreement, including attorneys’ fees and administrative costs.
Article 24 – FIDUCIARY RELATIONSHIP
Client agrees that this neither Agreement nor the services Consultant is providing under this Agreement
creates a fiduciary relationship between Consultant and Client.
Agenda Number G.10
CITY OF HUGO COMMUNITY
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Rachel Juba, Community Development Director
SUBJECT: Philip and Mary Watkins, 13345 Homestead Avenue North. Variance
request from the rear yard and side setback requirement and for an
addition to an attached garage. Variance request for the attached garage to
exceed the square footage allowed.
DATE: August 11, 2022, for the City Council Meeting on August 15, 2022
ZONING: Rural Residential (RR)
REVIEW DEADLINE: September 18, 2022
1. BOARD OF ZONING UPDATE:
At its Thursday, August 11, 2022, meeting the Board of Zoning will hold a public hearing and
consider the request. Staff will update the City Council prior to the meeting on the outcome of
the meeting and recommendation from the Board.
2. DESCRIPTION OF REQUEST:
The applicants are requesting variances to construct a 1,120 square foot addition to their 1,350
square foot attached garage. There are three variance requests. The first request is to allow 2,470
square feet for the attached garage, where 1,113 square feet is allowed by ordinance. The second
request is to allow the rear yard setback to be 35 feet from the property line, where 40 feet is
required by ordinance. The third request is to allow the side yard setback to be 12 feet, where 20
feet is required by ordinance.
The property is approximately five acres and is located within the Rural Residential (RR) zoning
district.
3. LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The City’s discretion in approving or denying a variance is limited to whether or not the
proposed project meets the standards in the Zoning Ordinance for a variance. The City has a
Watkins Variance – 13345 Homestead Avenue North
Page 2
2
higher level of discretion with a variance because the burden of proof is on the applicant to show
that they meet the standards in the ordinance.
4. ANALYSIS:
A. Surrounding Land Use and Zoning
The surrounding properties are zoned Rural Residential (RR) and are classified as Large Lot
Residential (LL) in the 2040 Land Use Plan. The surrounding properties range from one to ten
acres in size and are occupied by residential homes.
5. VARIANCE STANDARDS:
The Board must review the requested variances with the standards outlined in Section 90-38 of
the land use regulations. Staff used these standards to review the variance request and finds the
following:
(1) Law. The variance as requested is permissible by law.
The proposed variance is permissible by law.
(2) Practical Difficulties. The applicant for a variance shall establish that there are practical
difficulties in complying with the provisions of the zoning regulations. The term “Practical
Difficulties” as used in the granting of a variance means:
a. Reasonable Use. The property owner proposes to use the property in a reasonable
manner not permitted by the zoning ordinance and;
Attached garages are allowed in the RR zoning district. Attached garages are allowed to
be 1,000 square feet plus 25 percent of the amount by which the footprint of the house
building exceeds 1,000 square feet in size. In this case the total amount allowed would be
1,113 square feet. This property would allow 2 accessory buildings for a total combine
square footage of 3,500. There are no accessory buildings on the property.
The applicant is requesting to construct a 1,120 square foot addition to the existing 1,350
attached garage. The applicant received a variance in 1995 for the existing 1,350 square
foot garage. The applicant has stated that they would reduce the allowed square footage
for an accessory building by as a condition of approval of the variance. The applicant is
proposing to use the property in a reasonable manner.
b. Unique Circumstances. The plight of property owner is due to circumstances unique
to the property not created by the landowner and;
The property is unique in that it is a 5 acre parcel in a zoning district that has a minimum
lot size of 10 acres. The house is on the east side of the property about 550 feet from
Homestead Avenue North. There are also constraints on the property that make it unique.
The property has several large trees on the property and the applicant does not want to cut
Watkins Variance – 13345 Homestead Avenue North
Page 3
3
down or disturb. There are wetlands on each side of the driveway which make those areas
unbuildable. The septic system is located on the west side of the home in the front yard
and the property slopes down to the north, north of the house. There is an area that does
not have trees, south of the driveway and west of the house, but this area is where the
property drains to a wetland and the applicants stated they do not want to block drainage
on their property by locating an accessory building in that area.
The applicant has stated that the best location for additional storage space is to add on to
the west side of the existing attached garage.
It is the staff opinion that this condition has been met because of the constraints due to
the location of the several large trees, wetlands, slopes, septic system, and drainage areas.
c. Character of Neighborhood. The variance, if granted, will not alter the essential
character of the neighborhood.
The accessory building ordinance discourages having accessory buildings located in front
of the house. The applicant would be allowed to place an accessory building behind the
home. he setbacks in the ordinance are intended for lots that are 10 acres or more and this
property is 5 acres. The property has screening on the south and west lot lines from
adjacent properties. The addition would not noticeably change the character of the area.
It is in staff’s opinion that there are practical difficulties in meeting the RR setback requirements
and the square footage requirements for attached garages. The property owner is proposing to
use the property in a reasonable manner by constructing an addition. The constraints due to the
location of the several large trees, wetlands, slopes, septic system, and drainage areas make it
difficult to find a good place for an accessory building without grading to reroute drainage and
removal of trees. Given the location of the proposed addition and the existing vegetation on site,
the approval of the variance request would not noticeably alter the character of the
neighborhood.
(3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and
intent of this chapter and with the policies of the City’s Comprehensive Plan.
The spirit and intent of the attached garage ordinance is to not have the attached garage dominate
the look of the front of the house. The proposed addition would be relatively small and well
hidden, so as to not dominate the appearance of the house. The accessory building ordinance
discourages having accessory buildings located in front of the house. The proposed addition
would be meet the spirit and intent of the accessory building ordinance.
The spirit and intent of the ordinance for a side yard setback is to require a minimum amount of
space between buildings and the property line. It is the staff’s opinion that there would be a
reasonable amount of space between the addition and the property line, although a portion of the
addition would encroach into the rear and side yard setback.
Watkins Variance – 13345 Homestead Avenue North
Page 4
4
(4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use
prohibited in the district.
Attached garages are permitted in the RR zoning district.
(5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood
protection than required by this chapter. The variance shall be determined the minimum
necessary, considering the flood hazard, to afford relief, and the variance shall not be issued
within any designated regulatory floodway if any increase in flood levels during the base flood
discharge would result.
The property is not located within a FEMA designated floodplain.
(6) Septic and Well Compliance. The sewage treatment system and water system of the subject
property is in compliance with city and state codes.
The property is served by well and septic systems. Any future septic system installed must
comply with city and state codes.
6. CONCLUSION:
It in staff’s opinion that the applicant meets all the criteria necessary to approve the variance
requests, with the condition that the total allowed square footage for accessory buildings is
reduced to 2,143 square feet, where 3,500 square feet is required by ordinance.
7. RECOMMENDATION:
Staff recommends approval of the variance requests subject to the conditions in the resolution.
ATTACHMENTS:
1. Location Map
2. Resolution
3. Site Plan
4. Applicant’s Narrative and Documents
132nd Street North Homestead Avenue North13345 Homestead Ave N
Location Map
Hugo, MN
Site
Roads
Hugo Border
Parcel Boundary
¯0 200Feet1 in = 200 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2022\13445 Homestead Ave N.mxdSite
28 ft40 f
t
35 ft
12 ft
RESOLUTION 2022-____
APPROVING VARIANCES FOR PHILIP AND MARY WATKINS IN THE
RURAL RESIDENTIAL ZONING DISTRICT ON PROPERTY LOCATED AT
13345 HOMESTEAD AVENUE NORTH
WHEREAS, Philip and Mary Watkins have requested approval of variances from the
side and rear setback requirements to construct an addition to the existing attached
garage. The applicants have also requested approval of a variance for the attached garage
to exceed the square footage allowed.
See Attached
WHEREAS, the Board of Zoning has reviewed said variance at a duly called public
hearing on August 11, 2022, and recommends approval with the following conditions:
1. A variance is approved to allow 2,470 square feet for the attached garage, where
1,113 square feet is allowed by ordinance.
2. A variance is approved to allow the rear yard setback to be 35 feet from the
property line, where 40 feet is required by ordinance.
3. A variance is approved to allow the side yard setback to be 12 feet, where 20 feet
is required by ordinance.
4. The total allowed square footage for accessory buildings is reduced to 2,143
square feet, where 3,500 square feet is required by ordinance.
5. The building additional shall meet all building code requirements.
6. Prior to the issuance of a building permit, a grading plan shall be reviewed by the
City Engineer to determine all drainage will remain on the property.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF
THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the
variance requests for side and rear setback requirements to construct an addition to the
existing attached garage.
ADOPTED by the City Council this 15th day of August 2022.
_______________________________
Tom Weidt, Mayor
ATTEST:
__________________________________
Michele Lindau, City Clerk
Watkins Variance
13345 Homestead
July 2022
Written by Philip and Mary Watkins
Front Yard
Back Yard proposed addition location
Level elevation off existing floor sighted West
over front yard (notice swing set disappears)
Thank you !
Administrative Intern
Job Description
August 2022
Position Title: Administrative Intern
Position Salary: $18.00/hour
General Statement of Duties: Assist the City Administrator and City Clerk in the management of the day-to-day
duties in the City.
Supervision Received: Works under the general direction of the City Administrator and City Clerk
Supervision Exercised: None
Objective and Description: The City of Hugo is offering an advanced internship position for a capable individual
who will receive comprehensive exposure to local government management. The position will assist the City
Administrator by completing projects within a variety of City departments. The Administrative Intern will
perform highly responsible organizational and policy related work that will include collaboration and mentorship
with city leadership.
The internship is expected to provide a strong professional development experience relevant to pursuing a
career in city administration. Anticipated work will involve the fields of communications, finance, human
resources, parks, planning, public works, engineering, and fire & rescue.
The City is seeking an excellent communicator with a strong work ethic who will respectfully and effectively
interact and cooperate with members of the public, elected officials, and all levels of city staff.
The Administrative Intern serves as a fully functioning member of the City Hall team, generally working 40 hours
per week within an in-person, supportive, and collaborative working environment, and serving between six
months to one year with the City.
Typical Duties Performed:
The listed examples may not include all duties required of this position. Duties may vary from time to time based
on the needs of the City.
• Assist the City Administrator, City Clerk, and City leadership team on a variety of tasks and projects that
are intended to improve operations and increase efficiencies.
• Attend and participate in staff meetings, City Council and Commission meetings, and present
information at meetings as appropriate.
• Explore, research and analyze policy issues, compile data, prepare and present reports.
• Assist City Clerk with election duties.
• Assist in implementation of new program management.
• Provide coordination for project development.
• Create agenda materials for meetings.
• Review and update certain Human Resource management policies, personnel policies, and employee
handbook.
• Draft correspondence.
• Communicate effectively with staff, the public, the business community, and other such persons on a
daily basis.
• Assist with staff support for Historical Commission.
• Assist in City communications including production of the City’s newsletter, updates to the City’s
website, and social media engagement.
• Perform other special assignments and related routine work
Special Projects:
It is anticipated that one or more special projects will be assigned based on the needs of the City and the
strengths and interests of the Administrative Intern. Such projects will include highly responsible work, and
will have meaningful community or administrative impact. Focus areas for special projects may include:
• Communications and Facilities
• Parks, Recreation and Events
• Finance and Budgeting
• Human Resources
• Community Development and Planning
• Historic Preservation
• Fire and Rescue
• Strategic Planning and goal setting
Required Knowledge, Skills and Abilities:
• Knowledge of local government practices and procedures
• Knowledge of software programs, including Microsoft Office (Word, Excel, Publisher, and PowerPoint)
• Ability to communicate clearly in both written and oral form
• Perform tasks assigned in an orderly and precise manner
• Coordinate, organize, and present research information derived from a variety of sources
• Working ability to interpret policies, directives and regulations, and implement them effectively
• Exercise resourcefulness in solving problems in accordance with the established rules, regulations, and
policies of the City
• Work independently and/or as a part of a team
• Work effectively with City employees, citizens, and elected officials
Minimum Qualifications:
Applicants should be a recent college graduate with a degree in public administration, political science, urban
studies or a related field. Master’s students working toward completion of a graduate program are
encouraged to apply.
Application Process:
Applications are available on the web site at www.ci.hugo.mn.us, or at the City of Hugo, 14669 Fitzgerald Ave.
N., Hugo, MN 55038. Please send your cover letter, resume, and completed application to City Clerk Michele
Lindau at mlindau@ci.hugo.mn.us as soon as possible. Application review will begin on September 6, 2022 and
continue until the position is filled.
Agenda Number G.12
CITY OF HUGO COMMUNITY
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Rachel Juba, Community Development Director
SUBJECT: Centra North, LLC. The Meadows at Hugo 2nd Addition Final Plat and
Development Agreement
DATE: August 11, 2022 for the City Council meeting of August 15, 2022
1. PROPOSED MOTION:
Move to approve the resolution approving the Final Plat and Development Agreement for The
Meadows at Hugo 2nd Addition. Approval of the Final Plat requires a 3/5 vote of the City
Council.
2. DESCRIPTION OF REQUEST:
The applicant is requesting approval of a final plat in order to plat 39 lots and 3 outlots on a
parcel located north of 159th Street North and west of Highway 61 for The Meadows at Hugo 2nd
Addition. The site is currently vacant.
3. BACKGROUND:
The City Council reviewed the preliminary plat and PUD for 87 single family residential lots for
The Meadows at Hugo at its March 1, 2021 meeting. At its May 3, 2021, meeting the City
Council approved the final plat for the first phase for 48 single family residential lots and 4
outlots from The Meadows at Hugo preliminary plat. This request will final plat the remaining 39
single family lots and 3 outlot from the preliminary plat. The lots meet the minimum lot
standards and requirements outlined in the regulations for The Meadows at Hugo general plan.
4. RECOMMENDATION:
Staff recommends approval the resolution approving the Final Plat and Development Agreement
for The Meadows at Hugo 2nd Addition.
The Meadows at Hugo 2nd Addition Final Plat and Development Agreement
Page 2
ATTACHMENTS:
a) Location Map
b) Resolution Approving the Final Plat
c) Development Agreement
d) Engineer’s Memo
e) Final Plat
f) Construction Plans
1
5
9th
S
tr
e
et
N
orth
161st Street North 162nd Street NorthFenway Avenue NorthFinley Avenue NorthFinale Avenue NorthFenson Court NorthFe
n
wa
y
Co
u
rt No
rt
h
Finley Bay NorthFerrara Avenue North
159th Alcove NorthFenway Circle NorthMeadows at Hugo 2nd Addition
Location Map
Hugo, MN
Site
Roads
Hugo Border
Parcel Boundary
¯0 200Feet1 in = 333 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Meadows at Hugo 2nd Addition.mxdSite
RESOLUTION 2022-___
APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR
CENTRA NORTH, LLC, ON PROPERTY LOCATED NORTH OF 159TH STREET
NORTH AND WEST OF HIGHWAY 61 FOR THE MEADOWS AT HUGO 2nd
ADDITION
WHEREAS, Centra North, LLC, has requested approval of a final plat development to
allow construction of 39 single family lots and 3 outlots on the property legally described
as follows:
Outlot B, Meadows at Hugo, Washington County, Minnesota
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 Centra North, LLC, for a final plat, subject to the following conditions:
1. A final plat is approved to allow the creation of 39 single family lots in accordance
with the application and plans received on June 15, 2022, except as amended by this
resolution.
2. The development shall substantially comply with all plans and conditions of the
preliminary plat and PUD approval granted by the City Council on March 1, 2021.
3. Development standards shall comply with Resolution 2021-09, 2021-10, and 2021-
11.
4. The developer must comply with all conditions outlined in the City Engineer’s memo
dated August 10, 2022, and all red-lined comments provided to the applicant.
5. Outlot use and ownership:
a. Outlots A, B, and C are proposed for wetlands and stormwater
management. The outlots are not buildable and shall be deeded to the City
at the time the plat is recorded.
6. Any signs installed on the property are required to gain sign permit approval through
the City.
7. Prior to the release of the final plat for recording, the developer shall comply with the
following conditions:
a. The Final Plat shall be revised to include drainage and utility easements
over all outlots.
b. The development covenants shall be reviewed and approved by staff.
Resolution 2022-___
Page 2
c. The final landscape plans must be submitted for review and approval by
staff.
d. Exact locations and types of fixtures of the street lights shall be reviewed
and approved by staff.
e. The developer shall obtain all necessary stormwater management and
WCA permits from the City.
f. The developer shall obtain all necessary local, state, and federal permits.
g. The developer shall enter into a development agreement, shall agree to
complete all improvements, and pay all fees as required by the agreement.
h. The developer shall pay $93,600 in full to satisfy the required cash in lieu
of parkland dedication requirements.
i. The developer shall pay the sewer and water trunk fees for each lot at final
plat. The City’s SAC and WAC fees will be paid at the time building
permits are issued.
8. Prior to the issuance of building permits, the developer shall comply with the
following restrictions:
a. The applicant shall file the final plat, development agreement, and
associated documents with Washington County and provide proof of
recording to the City.
b. The applicant shall submit three full sets of approved final plans to the
City.
c. If a sales trailer is located on the property, a site plan and building
elevations shall be submitted for City review and approval.
9. Prior to issuance of Certificate of Occupancy:
a. All improvements shall be installed including the grading, streets,
stormwater management, trails, landscaping, and amenities.
Resolution 2022-___
Page 3
ADOPTED by the City Council this 15th day of August, 2022.
______________________________
Tom Weidt, Mayor
ATTEST:
_______________________________
Michele Lindau, City Clerk
{00290127}
Return To:
City of Hugo
14669 Fitzgerald Ave N
Hugo, MN 55038
CITY OF HUGO
WASHINGTON COUNTY, MINNESOTA
DEVELOPMENT AGREEMENT
Meadows at Hugo 2nd Addition
THIS AGREEMENT, made and entered into this _____ day of _______________, 2022 by and
between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of
Minnesota (hereinafter referred to as "City"); and Centra North, LLC (hereinafter referred to as
"Developer").
WITNESS:
Meadows at Hugo 2nd Addition 2
WHEREAS, the City Council of the City has, by Resolution Number 2021-9 on
March 1, 2021, approved the preliminary plat for a major subdivision as proposed by the Developer
to be known as "The Meadows at Hugo"; and,
WHEREAS, the City Council of the City has, by Resolution Number 2021-10 on
March 1, 2021, approved the PUD general plan for a major subdivision as proposed by the Developer
to be known as "The Meadows at Hugo"; and,
WHEREAS, the City Council of the City has, by Resolution Number 2021-11 on
March 1, 2021, approved the comprehensive plan amendment for a major subdivision as proposed by
the Developer to be known as " The Meadows at Hugo "; and,
WHEREAS, the City Council of the City has, by Resolution Number 2022-____ on
August 15, 2022, approved the final plat for a major subdivision as proposed by the Developer to be
known as "The Meadows at Hugo 2nd Addition" (hereinafter referred to as the "Plat"); and,
WHEREAS, the Plat proposed a development of an approximately 33 acre parcel of
land into 39 residential lots (the “Lots”) and 3 outlots (i.e. Outlots A, B, and C, as shown on the Plat);
and,
WHEREAS, it is the policy of the City to enter into development contracts as
contemplated in Minnesota Statutes §462.358, Subd. 2(a); and,
WHEREAS, the parties hereto desire to set forth their respective rights and obligations
of the parties to this Agreement.
NOW, THEREFORE, in consideration of the premises and of the mutual promises
and conditions contained herein, it is agreed by the parties hereto as follows:
A. GENERAL ENGINEERING CONDITIONS;
1. Escrow for City Costs and Fees. Developer shall, contemporaneously with
the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the
cost of legal fees, engineering and construction observation fees, administrative expenses, and other
costs related to this Plat.
All fees and costs incurred by the City in connection with the Plat shall be
charged against said escrow account which shall remain in effect until the expiration of the warranty
period for the Plat, as defined in paragraph 7, in all events said fees and costs shall be the responsibility
of the Developer, shall be billed at normal City rates therefor and shall be paid on demand. Any funds
remaining in the escrow account after the completion of the warranty period shall be refunded to the
Developer. In the event that the escrow account herein is depleted, Developer agrees to post
Meadows at Hugo 2nd Addition 3
additional funds to replenish the account and to cover projected City costs. Specifically, Developer
agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be
entitled, upon request, to an itemized statement of all costs and fees charged against this escrow
account.
2. Development Plans. In accordance with the policies and ordinances of the
City, and subject to all City resolutions and approvals in connection herewith, the Developer shall
construct the proposed improvements (hereinafter referred to as the "Improvements"). All
Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth
in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and
approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City
standards and requirements including those listed herein. In addition, all public street, utility, and
storm drainage improvements shall comply with the City’s adopted specification book and the
reasonable direction of City staff.
3. Authorization to Proceed with Construction. Developer agrees not to
commence any grading, utility or street work within the Plat until the following are completed:
1) Construction plans are approved by the City and distributed.
2) Pre-construction conference is held.
3) Notice to Proceed is issued.
4. Construction Observation. The City, for its benefit, will provide staff of its
choosing to provide construction observation for the Improvements outlined in this Agreement. All
costs associated with construction observation and inspection will be the responsibility of the
Developer. The Developer shall allow City staff and City consultants access to the Plat to allow for
this work to occur.
5. Miscellaneous Requirements.
a) Property Corners: All property corners as identified on the Plat must
be monumented with iron surveyor's pipes by the Developer prior to final project acceptance, as
defined in paragraph 7 of this Agreement.
b) Drainage Easements: Drainage easements shall be dedicated on the
Plat so as to cover any wetlands and stormwater ponding areas located below the 100-year high water
levels.
c) Soils Testing: Soils inspection and compaction testing by a registered
professional engineer shall be accomplished on all Lots where filling is required, in accordance with
the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test
for all developed Lots shall be obtained for every two (2) foot increment of fill that is placed. A
summary of all inspections and compaction tests for all developed Lots shall be provided to the City
upon completion of the grading and shall be provided for a respective lot prior to the issuance of a
Meadows at Hugo 2nd Addition 4
building permit for such lot.
d) Private Utilities: All private utilities that are installed, including
electricity, telephone, natural gas and cable television, shall be installed underground.
e) Mailboxes: Developer shall coordinate mailbox locations with the
United States Postal Service.
f) Street Lights: Street lights shall be installed within the Plat
according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer
shall also submit its Street Lighting Plan to the applicable power company for its review, comment
and approval. The installation of the street lights shall be coordinated with the applicable power
company so that the street light system is installed, constructed and operated in such a manner as
will harmoniously exist with other street lights within the area.
g) Working Hours: Construction activity, including equipment startup
and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday;
8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays.
h) Street Sweeping: Developer shall sweep and/or otherwise clean all
streets, as needed, within and adjacent to the Plat as a result of construction activities associated with
the Plat until final acceptance of the Improvements. If the streets are not maintained in a manner
acceptable to the City, and such failure continues after reasonable notice to the Developer for a period
of 24 hours, the City will arrange for the street sweeping at Developer’s cost.
i) Placement of Bituminous Wear Course: The bituminous wear
course can be placed on all streets once all of the following have occurred:
1. A Certificate of Occupancy has been issued for at least 75% of
the Lots or a cash escrow in the amount of $10,000 has been
deposit with the City which will be held until 75% of the Lots
have received Certificates of Occupancy. At the City’s
discretion, the wear course may be placed prior to having 75%
occupancy, in which event the warranty period shall be
extended an additional one (1) year for a total of two (2) years
from final acceptance. In no case shall the wear course be
placed with less than 50% occupancy.
2. The base course on all streets has been in place for at least one
full freeze-thaw cycle.
3. City staff or its assignees have visually inspected all roadways
and curb within the Plat, and any repairs necessary as a result
of said inspection are complete and written approval issued.
6. Project Completion: The Improvements listed herein on Exhibit A, including street,
sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the
Meadows at Hugo 2nd Addition 5
City in accordance with the approved plans. All Improvements shall be substantially completed to
the reasonable satisfaction and approval of the City within twelve (12) months of the execution of this
Agreement. Substantial completion shall consist of all work with the exception of placement of the
bituminous wear course and completion of the final punchlist. The Developer shall be excused from
the strict completion date set forth herein if written notice is received from the Developer of the
existence of causes over which the Developer has no control which will delay the completion of the
work and approved in writing by the City. In that event, the Developer and the City shall negotiate
in good faith to extend the date or dates herein specified.
7. Project Acceptance: Final project acceptance will be considered by the City Council
once the following have been completed:
(a) All Improvements are installed according to the approved plans.
(b) All punchlist items are completed.
(c) All Record Drawing information has been provided to the City to its
reasonable satisfaction.
(d) Escrow account for City costs and fees is current in accordance with the
provisions of this Agreement.
(e) The City receives confirmation via lien waivers that contractors or other
parties have been paid for the work completed.
(f) The City receives a written request from the Developer to accept the
Improvements.
8. Record Drawing Requirements and Engineer’s Certification. Following
completion of all development activities and prior to the release of security and acceptance of
Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the
Improvements listed on Exhibit A. This information shall be provided to the City in the following
formats:
(a) 1-set mylar drawings (22” x 34”) for all Improvements.
(b) 1-set paper drawings (22” x 34”) for all Improvements.
(c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final
plat.
All Record Drawings shall include the following information:
(a) All bench marks shown on plans (bench marks shall be top nut of hydrants).
(b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch
basins, hydrants or other permanent objects.
(c) Swing ties to curb stops shown on plans (ties should be to manholes, catch
basins, hydrants, property corners or other permanent objects).
(d) Top of casting and invert elevation for all structures.
(e) All pipe sizes, material type, pipe classification, grades and lengths
Meadows at Hugo 2nd Addition 6
(f) All horizontal and vertical curve data in the appropriate location on the plans.
(g) Televised report of the sanitary sewer with videotape.
(h) Swing ties to any manhole or catch basin outside the roadway area.
(i) A text file including the x, y and z coordinates (based on Washington County’s
coordinate system) for the following:
1. All curb stops
2. All hydrants
3. All gate valves
4. All manholes located outside of the roadway
9. Construction Warranty and Financing of Improvements. The Developer agrees
to construct the Improvements described herein at its own expense and in accordance with City
specifications. The Developer shall engage at its own expense a registered, professional civil engineer
to prepare plans and specifications for the Improvements and shall submit the same to the City for
review and approval. The Developer represents and warrants that all of the Improvements made as a
part of this development shall be guaranteed to be properly functioning as designed for a period of
not less than one (1) year following acceptance of the entire project by the City. In the case of any
material or labor that is supplied and that is reasonably rejected by the City as defective or unsuitable,
then the rejected materials shall be removed and replaced with approved material, and the rejected
labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and
expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to
run until all of the Improvements within the Plat have been approved and accepted by the City.
The Developer’s engineer shall certify that grading within the Plat was completed in
accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any
building permits. The Developer shall remain ultimately responsible for accurate grading of all Lots
and shall correct any deficiencies in grading that may be discovered until the certificate of occupancy
is issued for the applicable lot or the Developer is released from its obligation under this Agreement
as outlined in paragraph 7 above.
10. Signs. The Developer shall prepare a plan for all regulatory, directional and street
name signs to be within the Plat. The plan shall be reviewed and approved by the City’s public works
department. Upon plan approval, the City’s public works department shall install all public signage
within the Plat. The installation of all private signage shall be the responsibility of the Developer. All
costs related to the installation of public signage shall be the responsibility of the Developer and will
be deducted from the Developer’s escrow account. The Developer shall post funds as outlined in
Exhibit C prior to the City’s public works department beginning the installation.
11. Drainage Easements.
a) Work within Easements: No improvements, landscaping, or grading,
other than Improvements shown on the approved plans, shall be permitted in dedicated drainage
Meadows at Hugo 2nd Addition 7
easements without the prior written permission of the City and any regulatory agency having
jurisdiction.
b) Maintenance Responsibilities: Except as set forth in Exhibit B with
respect to maintenance of Outlot A, the Developer and its successors in interest, including all
individual homeowners shall be responsible for routine maintenance of all storm water management
ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine
maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond
or wetland areas. In the case of drainage swales, routine maintenance includes the removal of
obstructions from the swale as necessary to maintain proper drainage in addition to the
aforementioned items. The City shall be responsible for non-routine maintenance of storm water
ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and
outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed
as deemed necessary by the City.
12. Wetland Signage: Permanent signage shall be placed along wetland edges as
outlined in the City’s General Specification and Standard Details Manual or approved equal by the
City.
13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section
90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or
the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as
may be specifically allowed under Exhibit A, no building shall be constructed on any of the Lots
herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or
four (4) feet above the high groundwater elevation, whichever is greater, for the subject property.
Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot,
on a certificate of survey, which survey shall be provided to the City before any building permits are
issued for any Lots within the Plat.
14. Landscaping. All disturbed areas within the Plat shall be landscaped in accordance
with the approved landscape plans, the City ordinances, and the City’s General Specification and
Standard Details Manual. All landscaping shall be complete, established and growing within sixty
(60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is
issued between the dates of October 1 and May 1, then the landscaping required herein shall be
complete, established and growing no later than July 1. All front yards, side yards and back yards
shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order
to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more
than 35% sand. Unless specific arrangements are made and agreed to by the City, all landscaping
installed within the Plat shall be maintained by the Developer and its successors, including all
individual homeowners.
All areas, other than proposed street areas, disturbed by grading activities on the site shall be
Meadows at Hugo 2nd Addition 8
seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City
Engineer. Seeding shall be completed as follows:
a) All areas shall be restored with a minimum of four (4) inches of adequate
topsoil prior to seeding.
b) Upland areas shall be seeded in accordance with the grading, drainage, and
landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per
acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch
shall be disk anchored.
c) Wetlands, wetland replacement areas and storm water ponding areas shall be
seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency. The
minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier.
d) All seeded areas shall be maintained for the term of this Agreement. Upland
areas shall be mowed as necessary or as directed by the City Engineer.
e) All disturbed areas within the development shall be maintained to limit
vegetation growth to less than ten (10) inches except designated natural areas or designated open
spaces as shown on the approved plans.
15. Safe Rooms. The Developer shall require all builders to offer a safe room as an
option to any and all potential homebuyers. All safe rooms offered and built within the City must
meet or exceed FEMA requirements and standards.
B. ESCROWS, CHARGES AND UTILITY OVERSIZING:
Developer shall pay the escrows, fees and charges listed on Exhibit C.
C. SPECIAL PLANNING REQUIREMENTS:
The Plat shall be built and maintained in accordance with the planning requirements
listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto.
D. ADMINISTRATIVE REQUIREMENTS:
1. Miscellaneous Provisions. Developer specifically understands that this Plat
approval is given subject to the following requirements:
a) Expiration. The final plat documents for the Plat, which is the second
phase of the The Meadows at Hugo preliminary plat, have been submitted to the City Council within
one hundred twenty (120) days of preliminary plat approval. The final plat must be recorded with the
Meadows at Hugo 2nd Addition 9
Washington County Recorder (and the mylar "hardshells" must be fully executed) within sixty (60)
days of the City Council motion giving final plat approval, unless such deadline is extended by the
City Council in its sole discretion, or else said approval shall be null and void. All fees relating to
finalizing and recording the subdivision documents shall be paid by the Developer, including the cost
of recording documents with Washington County.
b) Recording. The Developer shall record this Agreement with
Washington County simultaneous with the recording of the Plat, and shall forward confirmation of
recording of the Plat and this Agreement to the City prior to the issuance of building permits. All
applicable conditions of Plat approval must be met before any deeds are stamped for recording and
prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be
contingent upon compliance with the approved plans for the Improvements and upon compliance
with this Agreement.
c) Model Homes. In the event that site grading is approved by the City
prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat,
the Developer shall be entitled to one (1) building permit per housing unit type on Lots that abut
existing streets or roadways, subject to final approval by the City. No model homes may be
constructed or utilized until at least one (1) lift of bituminous has been installed from said model home
lot providing access to a public street or roadway outside of the Plat. No certificate of occupancy
shall be issued for any model or other home until all necessary public improvements and utilities have
been installed and the utilities have been successfully tested. Prior to this, and at the time that a model
home passes final inspection, a model home may only be used by Developer’s, authorized builders,
staff or realtors for purposes of showing the models to potential buyers. No model home may be used
until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been installed
except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then
the landscaping required herein shall be complete, established and growing no later than July 1.
d) Sales Trailers. The Developer may be entitled to a maximum of one
(1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a
period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer
may be approved by the City Community Development Director prior to the first model home being
available for showing. The trailer is subject to the issuance of a building permit, shall meet all
applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient
parking for the size of the office, and shall have safe and suitable access to a paved, public roadway.
The trailer shall be removed, and the site shall be restored within seven (7) days following the date
that a model home passes final inspection.
e) Deviations. No material deviations from the approved Plat shall be
allowed unless approved in writing by the City. Approval herein is also given subject to full
compliance with the conditions of approval and findings adopted by the City Council in connection
with the approval of the development.
Meadows at Hugo 2nd Addition 10
f) Certificates of Survey. A certificate of survey shall be provided to
the City Building Inspector for each residential lot at the time a building permit is requested for the
lot. Attached to the certificate of survey shall be an erosion control plan for the lot showing location
and type of all erosion control measures to be used on the lot, and spot elevations, tree preservation
plan shall be submitted for each home site.
g) Outhouses. The Developer shall provide on-site a sufficient number
of portable outhouses to be available for the persons who will be working on-site until Improvements
are accepted according to the plans in Exhibit A.
h) The development covenant documents shall advise owners of all Lots
of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT,
INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A
DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT
THE OFFICE OF THE WASHINGTON COUNTY RECORDER.
i) Developer acknowledges that a separate development agreement will
be entered into at the time of final plat approval of subsequent phases in the development. That
development agreement will address, among other things, necessary improvements to be made,
financial guarantees to be provided, and the amount of the development fees to be paid by the
Developer.
j) Developer shall remove all tree waste, junk, miscellaneous debris,
junk vehicles, and any other personal property from the Plat which does not comply with the City
Zoning Ordinance until final acceptance of the Improvements.
E. DAMAGES AND DEFAULT:
1. Developer agrees to pay liquidated damages to the City if any lot has a real
estate closing occur before either (i) all public improvements within the Plat are certified as being
substantially completed by the City, or (ii) the City otherwise gives written authorization for such
closing to occur. Specifically, Developer agrees to immediately pay to the City liquidated damages
in the amount of Ten Thousand Dollars ($10,000.00) for each Lot closing which occurs in violation
of this paragraph. The City shall be authorized to retain an appropriate percentage of the financial
guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the
City. Model Homes are exempt from this section.
2. Developer agrees to pay liquidated damages to the City, in the amount of Five
Thousand Dollars ($5,000.00), if (a) the Developer encroaches upon any City road right-of-way or
utility easement not permitted on the plans without first obtaining a written permit from the City
expressly authorizing said encroachment and (b) such encroachment is not removed by Developer
Meadows at Hugo 2nd Addition 11
within a reasonable timeframe after written notice thereof from the City. The City shall be authorized
to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for
payment of any liquidated damages owed to the City.
3. Events of Default.
a) Events of Default Defined. The following shall be "Events of
Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this
Agreement, any one or more of the following events:
1. Subject to unavoidable delays, failure by Developer to commence and
complete construction of the Improvements pursuant to the terms,
conditions and limitations of this Agreement and the continuance of
such failure for a period of 15 days after written notice thereof from
the City, except in case of emergency where reasonable notice will be
given.
2. Failure by Developer to substantially observe or perform any material
covenant, condition, obligation or agreement on its part to be observed
or performed under this Agreement, and the continuance of such
failure for a period of 15 days after written notice thereof from the
City, except on the case of emergency where reasonable notice will be
given.
b) Remedies on Default. Whenever any Event of Default occurs, the
City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or
otherwise by written, executed instrument of the City, may take any one or more of the following:
1. The City may suspend its performance under the Agreement until it
receives assurances from Developer, deemed adequate by the City,
that Developer will cure their default and continue their performance
under the Agreement. Suspension of performance includes the right
of the City to withhold permits including, but not limited to, building
permits.
2. The City may initiate such action, including legal or administrative
action, as is necessary for the City to secure performance of any
provision of this Agreement or recover any amounts due under this
Agreement from Developer, or immediately draw on the financial
Letter of Credit, as set forth in this Agreement.
4. Enforcement by City; Damages. The Developer acknowledges the right of
Meadows at Hugo 2nd Addition 12
the City to enforce the terms of this Agreement against the Developer, by action for specific
performance or damages, or both, or by any other legally authorized means. The Developer also
acknowledges that its failure to perform any or all of their obligations under this Agreement may
result in substantial damages to the City; that in the event of default by the Developer, the City may
commence legal action to recover all damages, losses and expenses sustained by the City; and that
such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with
respect to the enforcement of this Agreement.
F. THIS AGREEMENT:
1. Release of Agreement. This Agreement shall run with the land and may be
recorded against the title to the property. After the Developer has completed the work required of it
under this Agreement, at the Developer’s request the City will execute and deliver to the Developer
a release.
2. Warranty of Title. Developer warrants and represents to the City that it is
the fee owner of the land described herein, except for Outlot A thereof, and that it has authority to
execute this Agreement, agree to the conditions hereof and to subject the land (excluding Outlot A,
as shown on the Plat) hereto. Developer also represents and warrants that the use for which this
development is sought will not violate any restrictive covenants applying to the property being platted
into residential Lots pursuant to the Plat.
3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant
and the terms and conditions hereof shall run with the land described herein and be binding on and
inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding
upon all future owners of all or any part of the subdivision, and shall be deemed covenants running
with the land. Reference herein to the Developers, if there be more than one, shall mean each and all
of them.
This Agreement shall be placed of record so as to give notice hereof to
subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against
the escrow account.
4. Restrictions on Transfer/Indemnification. Developer agrees to defend and
hold the City, and its officials, employees and agents, harmless against any and all claims, demands,
lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees,
arising out of actions or omissions by Developer, their employees and agents, in connection with the
Project. No transfer or assignment of this Agreement shall be made without City approval and any
assignment or transfer without such approval shall be void.
5. Incorporation by Reference. All general and special conditions, plans,
special provisions, proposals, specifications and contracts for the Plat and for any Improvements
Meadows at Hugo 2nd Addition 13
furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement
by reference as if fully set out herein in full.
6. Time of the Essence. Developer will comply with and promptly perform all
of its obligations under this Agreement.
7. Evidence of Title. The plat of the Property shall not be released for recording
until such time as Developer shall have furnished the City with evidence of fee ownership of the
property being platted by way of an attorney’s title opinion or title insurance commitment dated not
earlier than thirty (30) days prior to the execution of the Plat.
IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed
on the day and year first above written.
[Signature pages to follow.]
Meadows at Hugo 2nd Addition 14
City of Hugo
By________________________________ By__________________________________
Tom Weidt, Mayor Michele Lindau, Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2022, before me, a Notary Public,
personally appeared Tom Weidt, Mayor, and Michele Lindau, 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
Meadows at Hugo 2nd Addition 15
Developer
Centra North, LLC
By________________________________
________________________
Its: ___________________________________
STATE OF MINNESOTA )
) ss. (Corporate Notary)
COUNTY OF WASHINGTON)
On this _____ day of _________________, 2022, before me, a Notary Public, within
and for said County and State, personally appeared ___________________, to me personally known,
who, by me duly sworn did say that they are the _________________ of
____________________________, a Minnesota _____________________, on behalf of said
____________________.
__________________________________________
Notary Public
DRAFTED BY:
David K. Snyder
Johnson & Turner
56 East Broadway Avenue #206
Forest Lake, MN 55025
Meadows at Hugo 2nd Addition 16
EXHIBIT A
LIST OF DEVELOPMENT PLANS
Sheet No. Plan Date Author
C0.0 Title Sheet December 4, 2020,
updated June 14, 2021
Civil Site Group
V1.1-1.4 Site Survey December 15, 2020,
updated January 5, 2021
Civil Site Group
V2.0 Final Plat Recorded at Washington
County
Civil Site Group
C1.0 Removals Plan December 4, 2020,
updated June 14, 2021
Civil Site Group
W1.0-1.2 Wetland Mitigation Plan December 4, 2020,
updated June 14, 2021
Civil Site Group
C2.0-2.2 Site Plan December 4, 2020,
updated June 14, 2021
Civil Site Group
C3.0-3.2 Grading Plan December 4, 2020,
updated June 14, 2021
Civil Site Group
C4.0-4.7 Sanitary Sewer and Water Main
Plan and Profile
December 4, 2020,
updated June 14, 2021
Civil Site Group
C5.0-5.10 Street and Storm Sewer Plan and
Profile
December 4, 2020,
updated June 14, 2021
Civil Site Group
C6.0-6.5 Civil Details December 4, 2020,
updated June 14, 2021
Civil Site Group
L1.0-1.2 Landscape Plan and Notes December 4, 2020,
updated June 14, 2021
Civil Site Group
SW1.0-1.5 SWPPP December 4, 2020,
updated June 14, 2021
Civil Site Group
Meadows at Hugo 2nd Addition 17
EXHIBIT B
APPROVAL CONDITIONS
1. A final plat is approved to allow the creation of 39 single family lots in accordance with the
application and plans received on June 15, 2022, except as amended by this resolution.
2. The development shall substantially comply with all plans and conditions of the preliminary
plat and PUD approval granted by the City Council on March 1, 2021.
3. Development standards shall comply with Resolution 2021-09, 2021-10, and 2021-11.
4. The developer must comply with all conditions outlined in the City Engineer’s memo dated
August 10, 2022, and all red-lined comments provided to the applicant.
5. Outlot use and ownership:
a. Outlots A, B, and C are proposed for wetlands and stormwater management. The
outlots are not buildable and shall be deeded to the City at the time the plat is
recorded.
6. Any signs installed on the property are required to gain sign permit approval through the City.
7. Prior to the release of the final plat for recording, the developer shall comply with the following
conditions:
a. The Final Plat shall be revised to include drainage and utility easements over all
outlots.
b. The development covenants shall be reviewed and approved by staff.
c. The final landscape plans must be submitted for review and approval by staff.
d. Exact locations and types of fixtures of the street lights shall be reviewed and
approved by staff.
e. The developer shall obtain all necessary stormwater management and WCA
permits from the City.
f. The developer shall obtain all necessary local, state, and federal permits.
Meadows at Hugo 2nd Addition 18
g. The developer shall enter into a development agreement, shall agree to complete
all improvements, and pay all fees as required by the agreement.
h. The developer shall pay $93,600 in full to satisfy the required cash in lieu of
parkland dedication requirements.
i. The developer shall pay the sewer and water trunk fees for each lot at final plat.
The City’s SAC and WAC fees will be paid at the time building permits are issued.
8. Prior to the issuance of building permits, the developer shall comply with the following
restrictions:
a. The applicant shall file the final plat, development agreement, and associated
documents with Washington County and provide proof of recording to the City.
b. The applicant shall submit three full sets of approved final plans to the City.
c. If a sales trailer is located on the property, a site plan and building elevations shall
be submitted for City review and approval.
9. Prior to issuance of Certificate of Occupancy:
a. All improvements shall be installed including the grading, streets, stormwater
management, trails, landscaping, and amenities.
Meadows at Hugo 2nd Addition 19
EXHIBIT C
ESCROWS, FEES AND CHARGES
a) Escrow for City Costs and Fees. The Developer shall deposit
sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the
account is calculated at $30,807.00. This sum is calculated to be four percent (4%) of the estimate of
the required Improvements to be installed to serve the development, plus $5,000 which is the
minimum balance required in the account.
b) Cash Escrow or Letter of Credit. The Developer shall provide a
financial guarantee to the City, in the form of a cash escrow or letter of credit in the amount equal to
one hundred twenty-five percent (125%) of the estimated amount of the required Improvements. This
amount has been calculated by the City Engineer to be $806,468. This amount may be reduced upon
request of the Developer and approved by the City. At no point shall the Letter of Credit be reduced
below ten percent (10%) of the original amount. The City shall have the right to retain the financial
guarantee until the Improvements have been completed to the reasonable satisfaction of the City and
the warranty period has expired.
c) Storm Water Trunk Fee. The Developer shall pay the City a Storm
Water Trunk Fee in the amount of $41,988.00. This sum is calculated to be $0.07 per square foot for
the 543,388 square feet of net developable area within the Plat. This fee shall be paid before the Plat
is signed by the City.
d) Storm Water Ponding Fee. The storm water ponding requirement has
been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee
will be applied.
e) Snow Plowing. The Developer agrees to pay a one-time lump sum
cash escrow to the City to cover the cost of snow plowing the roads within the plat, during the first
snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer
shall post a cash escrow with the City in the amount of $552.50 ($0.50 x 1,105= $552.50).
g) Street Maintenance. The Developer shall post a one-time lump sum
cash escrow with the City in the amount of $4,420.00 to cover the cost of the first street maintenance
the streets in the Plat. This sum is calculated to be $4.00 per foot for the 1,105 feet of streets within
the Plat.
h) Park Dedication. As provided in Section 7.h. of Exhibit B, the
Developer agrees to pay a park dedication fee of $2,400 per lot for residential development payable
before the final plat is signed by the City. Said fee shall be due for each of the 39 Lots within the Plat
Meadows at Hugo 2nd Addition 20
(i.e. total due $93,600).
i) Cul-de-sac Escrow. N/A
j) Escrow for Street Signage. Developer shall deposit $500.00 into an
escrow account with the City. This amount represents an estimated cost of
$500/sign for 1 signs to be installed within the development.
k) WCA Escrow. N/A
l) Sanitary Sewer Trunk Fee. The Developer shall pay the City a sanitary
sewer trunk fee in the amount of $63,648. This sum is calculated to be $1,632 per lot.
m) Water Trunk Fee. The Developer shall pay the City water trunk fee in the
amount of $76,440. This sum is calculated to be $1,960 per lot.
Meadows at Hugo 2nd Addition 21
EXHIBIT D
IRREVOCABLE LETTER OF CREDIT
No._______________
Date: ______________
TO: City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Dear Sir or Madam:
We hereby issue, for the account of __________________________, and in your favor, our
Irrevocable Letter of Credit in the amount of $________________, available to you by your draft
drawn on sight on the undersigned bank.
The draft must:
a) Bear the clause, “Drawn under Letter of Credit No. ____________, dated
________________, 200__, of _________________”;
b) Be signed by the City Administrator; and,
c) Be presented for payment at ____________________________________________
on or before 4:00 p.m. on _______________________, _____.
This Letter of Credit shall automatically renew for successive one (1) year terms unless, at
least forty-five (45) days prior to the next annual renewal date (which shall be _________________
of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the
terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage
prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal
date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo,
Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the
renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be
modified, amended, amplified or limited by reference to any document, instrument or agreement,
whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one
draw may be made under this Letter of Credit.
Meadows at Hugo 2nd Addition 22
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs
and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall
be duly honored upon presentation.
By:
Its
Meadows at Hugo 2nd Addition 23
EXHIBIT E
CERTIFICATE OF INSURANCE
PROJECT:
CERTIFICATE HOLDER: City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
INSURED:
ADDITIONAL INSURED: City of Hugo
AGENT:
WORKERS’ COMPENSATION:
Policy No.
Effective Date: Expiration Date:
Insurance Company:
COVERAGE – Workers’ Compensation, Statutory.
GENERAL LIABILITY:
Policy No.
Effective Date: Expiration Date:
Insurance Company:
( ) Claims Made ( ) Occurrence
LIMITS: [Minimum]
Bodily Injury and Death:
$500,000 for one person $1,000,000 for each occurrence
Meadows at Hugo 2nd Addition 24
Property Damage:
$200,000 for each occurrence
-OR-
Combination of Single Limit Policy $1,000,000 ore more
COVERAGE PROVIDED:
Operations of Contractor: YES
Operations of Sub-Contractor (Contingent): YES
Does Personal Injury Include Claims Related to Employment? YES
Completed Operations/Products: YES
Contractual Liability (Broad Form): YES
Governmental Immunity is Waived: YES
Property Damage Liability Includes:
Damage Due to Blasting YES
Damage Due to Collapse YES
Damage Due to Underground Facilities YES
Broad Form Property Damage YES
AUTOMOBILE LIABILITY:
Policy No.:
Effective Date: Expiration Date:
Insurance Company:
(X) Any Auto
LIMITS: [Minimum]
Bodily Injury:
Meadows at Hugo 2nd Addition 25
$500,000 each person $1,000,000 each occurrence
Property Damage:
$500,000 each person
-OR-
Combined Single Limit Policy: $1,000,000 each occurrence
ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE
ON ANY OF THE ABOVE COVERAGES:
If so, list: Amount: $
[Not to exceed $1,000.00]
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30)
DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED.
Dated at
on
BY:
Authorized Insurance Representative
Meadows at Hugo 2nd Addition 26
EXHIBIT F
Mortgage Consent
S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Meadows at Hugo\The Meadows at Hugo Second Addition\Engineers Memo and Red-lined
Comments\Emgineers Memo-Meadows at Hugo 2nd Addition 081022.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM August 10, 2022
Ms. Rachel Juba
Community Development Director
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Meadows at Hugo 2nd Addition
Final Plat Review
WSB Project No. 020790-000
Dear Ms. Juba:
We have reviewed the Final Plat submittal for the Meadows at Hugo 2nd Addition. We have
reviewed the following information related to this application:
• The Meadows at Hugo Final Plat Submittal dated June 8, 2022 by Civil Site Group
• Final Plat submitted June 23, 2022
Based on the review of the documents, we offer the following comments related to this
application:
General/Access
1. The subject property is the 2nd Addition to the property located north of 159th Street, south of
165th Street and east of Water Tower No. 3. The original parcel didn’t have any public
roadway frontage, however with the City’s Outlot J from the Oneka Place Development, it
allowed access to the original property. Access to the 2nd Addition is through extensions of
the roads from the 1st Addition.
2. With access proposed from Farnham Avenue, the proposed plan does show future roadway
connections to the north, which will ultimately connect with 165th Street. Staff concurs with
not providing access to the property to the east as it is guided industrial, however utilities
have been extended to this property.
3. Applicant will need to address Engineering comments in the redline plan set.
Grading Plan
4. Provide additional easement for drainage from one lot to another or shift grading into existing
easements
5. Consider shifting high points between slab on grade houses from the front towards the middle
to improve 3:1 slopes in the back and drainage from one lot to another
6. Denote wetland buffer location on the grading plan sheets similar to the wetland plan sheets
a. Review monument placement
7. Review/modify driveway placement for driveways located in the side drainage and utility
easements in the Finale Court cul-de sac.
Ms. Rachel Juba
August 10, 2022
Page 2
S:\Users\R_Juba\DEVELOPMENT PROJECTS\The Meadows at Hugo\The Meadows at Hugo
Second Addition\Engineers Memo and Red-lined Comments\Emgineers Memo-Meadows at
Hugo 2nd Addition 081022.docx
Utility Plan
8. As identified in the City’s Comprehensive Water Supply and Distribution Plan, a 24” trunk
watermain was extended north from the water tower location as part of the 1st Addition. The
remaining watermain construction for the 2nd Addition connects to two 8” watermain stubs on
Finale Avenue and 161st Street constructed with the 1st Addition.
9. Sanitary sewer service is being extended by connecting to the stub on Finale Avenue with the
1st Addition.
10. There are no oversizing with the remaining utility installation as part of the 2nd Addition.
11. The applicant should gray out or remove plan sheets or profile/plan linework of utility mains
and services that were installed with Phase 1 to better identify what will be installed with the
2nd Addition/Phase 2.
12. Detailed redline comments for street and utilities have been provided to the applicants
engineer for the 2nd Addition.
Stormwater Management/Wetlands
13. Applicant is meeting rate control and water quality stormwater requirements through multiple
stormwater ponds adjacent to and hydraulically connected to the wetlands throughout the
property.
14. The applicant has obtained a Rule I Permit with RCWD for work adjacent to and within JD 3.
15. The applicant is showing that all proposed lots meet the City’s freeboard requirements.
16. Detailed redline drainage comments have been provided to the applicant for the 2nd Addition.
17. A wetland delineation on the parcel was approved during the fall of 2018.
18. The plan has a number of impacts to wetlands totaling 1.78 acres and the applicant has
provided an on-site wetland replacement plan, resulting in a total of 3.98 acres of credit,
meeting requirements.
Thank you for the opportunity to provide comments on this project. If you have any questions,
please do not hesitate to contact me at 651-286-8463.
Sincerely,
WSB
Mark Erichson, PE
City Engineer
cc: Scott Anderson, Public Works Director (email only)
Liz Finnegan, Senior Engineering Technician (email only)
Peter Knaeble, Golden Valley Land Co. (email only)
Matt Pavek, Civil Site Group (email only)
65432116151413121098765432111123456789101112131234146.33 46.33 44.0044.0044.00100.81S00°00'00"E 115.41S29°29'13"E42.31139.46N29°29'13"W2.77Δ=10°19'38"41.4644.0015.49Δ=4°36'21"28.54N29°29'13"W139.64Δ=7°10'46"44.48N29°29'13"W 140.97S29°29'13"E 147.48Δ=5°23'34"33.4112.2046.05 Δ=19°09'36"76.9143.6861.5037.41 N90°00'00"E 140.00N90°00'00"E 140.00N90°00'00"E 140.00N90°00'00"E 140.00N90°00'00"E 140.00N90°00'00"E 140.0040.4344.0044.0044.0044.0044.0044.00 44.00 44.00 44.00 44.00 78.83N29°29'13"W 144.92Δ=7°01'57"34.3715.7250.00 12.13Δ=11°06'13"57.17Δ=6°04'28"31.2829.0033.27Δ=7°52'16"23.3564.14Δ=21°36'57"43.68111.6446.9545.72N25°34'29"W141.49N29°29'13"W 140.50N35°33'41"W 137.42N46°39'55"W 128.27N46°39'55"W 135.73N11°25'30"E 134.53
N20°49'49"W 143.32N53°05'08"W 145.72S89°29'46"W 139.52S89°29'46"W 147.62S89°29'46"W 177.21S89°29'46"W 151.53S89°29'46"W 135.01S74°29'46"W 140.10S74°29'46"W 140.10S74°29'46"W 140.10S74°29'46"W 140.10S74°29'46"W 140.10S74°29'46"W 140.10S89°29'46"W 157.53S89°29'46"W 147.64S89°29'46"W 142.25Δ=9°48'27"50.50Δ=10°11'50"52.50Δ=10°23'04"53.473.
3
1
57
.
8
7
Δ=32°15'19"33.78
Δ=32°15'19"
33.78
Δ=32°15'19"33.78Δ=24°48'28"25.98Δ=50°33'48"52.9531.77Δ=30°20'19"9.74110.8363.81Δ=67°33'45"40.09Δ=1°13'58"0.7349.27 50.00 57.50 53.26 52.00 52.00 52.00 52.00 52.00 52.00
19.5621.8030.2320.2730.11
71.
9
3
41.
8
8
57.50 89.52 52.00 52.00 52.00 52.00
52.00 52.00S89°29'46"W 135.01234OUTLOT CDrainage & UtilityEasement Over Allof OUTLOT COUTLOT ADrainage & UtilityEasement Over Allof OUTLOT AOUTLOT BDrainage & UtilityEasement Over Allof OUTLOT BN89°29'45"E 397.86S12°00'24"W43.3264
.
3
0
S2
8
°
1
7
'
1
8
"
W
1
0
0
.
1
5
S
3
4
°
0
1
'
5
6
"
W
15
8
.
1
4
S3
0
°
3
4
'
2
1
"
WS25°22'14"W75.18S00°34'39"W
146.89S02°25'00"E 267.50
138.04
S01°13'19"E
S06°59'43"
W
2
4
2
.
2
9
149.71
S11°33
'
1
5
"
WS89°40'02"W 824.92N43°13'55"E76.54 89.31N00°50'53"E 174.77Δ=35°45'47"R=280.0060.00N46°39'55"W170.40Δ=44°22'45"R=220.00N00°50'53"E 298.11 30.07Δ=18°08'06"R=95.00S29°29'13"E150.01N42°14'57"E108.14 N60°44'51"E 232.81N00°00'00"E 182.43 N48°35'34"E31.60 50.59Δ=41°24'26"R=70.00N90°00'00"E70.00S82°01'42"E60.59N74°29'46"E140.10N00°00'00"E
115.12
85.0
9
Δ=3
2
°
3
0
'
0
8
"
R=1
5
0
.
0
0
N
3
2
°
3
0
'
0
8
"
E
50
.
0
8
27
.
4
6
Δ
=
3
°
3
7
'
0
2
"
R
=
4
3
5
.
0
0 S89°29'46"W165.90C=1.75CB=N32°16'2
9
"
E
R=22
0
.
0
0
Δ=
0
°
2
7
'
1
9
"
1.
7
5
N32
°
3
0
'
0
8
"
E
61
.
1
8
C=17
8
.
6
2
CB=N
1
4
°
5
2
'
4
6
"
E
R=29
5
.
0
0
Δ=35
°
1
4
'
4
6
"
181.4
7
N43°20'05"E77.85 97.44Δ=17°10'41"R=325.00 N60°30'47"E62.26102.93Δ=29°29'13"R=200.00N90°00'00"E73.6866.41N26°51'19"WN00°00'00"E 554.62
260.54Δ=248°47'43
"R=60.00S46°39'55"E 152.42N27°04'29"E52.08N34°50'35"E50.55N59°14'06"E44.17N63°16'17"E92.67N58°17'13"E53.17 86.10Δ=46°19'11"48.51S43°40'49"W93.83S36°06'32"E98.37520.54140.40Δ=28°43'50"S29°29'13"E 144.0015.47161STFINALESTREETN30.0030.0030.2930.29Δ=4°51'25"25.01N89°29'46"E 140.10237.
1
2
Δ=3
1
°
1
3
'
5
4
"
R=4
3
5
.
0
0
S00°00'00"E 593.71
S28°36'27"E34.51S27°17'35"E56.01S25°36'32"E31.47S10°00'02"E52.0350.38
S04°42'18"W
46.1
1S18
°
3
6
'
4
4
"
W
11
3
.
8
2
S2
3
°
1
3
'
4
3
"
W120.0040.82Δ=68°47'43"R=34.00168.49 386.13
Δ=7°18'56"55.54Δ=6°57'10
"52.79Δ=6°43'50
"51.10Δ=6°36'55"50.2360.00N90°00'00"E60.
0
0S21
°
1
2
'
1
7
"
W
FINALEAVENUE NWashington CountyCast Iron MonumentSW Corner of Sec. 8,Twp. 31, Rng. 21S00°50'53"W 1320.44 Washington CountyCast Iron MonumentW 1/4 Corner of Sec. 8,Twp. 31, Rng. 21W Line ofSec. 8, Twp. 31, Rng. 21N89°29'46"E 855.92N Line of MEADOWS AT HUGON89°40'02"E 193.44S Line of MEADOWS AT HUGON89°20'05"E52.00N76°24'10"E85.3912.6232.11Drainage & UtilityEasementCOURT N MEADOWS AT HUGO 2ND ADDITIONKNOW ALL PERSONS BY THESE PRESENTS: That Centra North, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County ofWashington, State of Minnesota, to wit:OUTLOTS B, MEADOWS AT HUGO, according to the recorded plat thereof, Washington County, Minnesota.Has caused the same to be surveyed and platted as MEADOWS AT HUGO 2ND ADDITION and does hereby dedicate to the public for public use forever the public ways and the drainage andutility easements as created by this plat for drainage and utility purposes only.In witness whereof said Centra North, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officerthis day of , 20.Centra North, LLCByItsSTATE OF , COUNTY OF This instrument was acknowledged before me on this day of , 20, by ,its of Centra North, LLC, a Minnesota limited liability company, on behalf of the company.My Commission Expires:Notary Public, Signature Notary Public, Printed NameNotary Public County,SURVEYORS CERTIFICATEI Rory L. Synstelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is acorrect representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will becorrectly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown andlabeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 20.Rory L. Synstelien, Licensed Land SurveyorMinnesota License No. 44565STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me on this day of , 20, by Rory L. Synstelien, Licensed Land Surveyor.My Commission Expires:Notary Public, Signature Notary Public, Printed NameNotary Public County,CITY OF HUGO CITY COUNCILThis plat was approved by the City Council of Hugo, Minnesota this day of , 20, and hereby certifies compliance with all requirements as set forth inMinnesota Statutes, Section 505.03, Subd. 2.By By MayorClerkWASHINGTON COUNTY SURVEYORPursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subdivision 11, this plat has been reviewed and approvedthis day of , 20.ByBy Washington County SurveyorWASHINGTON COUNTY AUDITOR/TREASURERPursuant to Minnesota Statutes, Section 505.021, Subdivision 9 and Section 272.12, taxes payable in the year on real estate hereinbefore described, have been paid; and thereare no delinquent taxes, and transfer has been entered on this day of , 20 .ByBy Washington County Auditor/Treasurer DeputyWASHINGTON COUNTY RECORDERDocument Number .I hereby certify that this instrument was recorded in the Office of the County Recorder for record on thisday of , 20,at o'clockM. and was duly recorded in Washington County Records.ByBy Washington County Recorder DeputyDenotes a Washington County Cast Iron Monument.NOrientation of this bearing system is based on the Washington County Coordinate System(NAD 83 / 1986 Adjustment)Denotes a set 1/2 inch by 14 inch Iron Rebar Marked "RLS 44565"SCALE: 1 INCH = 80 FEETBeing 5 feet in width and adjoining side lot lines, unless otherwiseindicated, and 10 feet in width and adjoining right of way lines andrear lot lines unless otherwise indicated, as shown on the plat.DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:NOT TO SCALE10
5510 160408004080SCALE IN FEETVICINITY MAPSEC. 8 - T31 - R21CITY OF HUGO, WASHINGTON COUNTY, MINNESOTANNOT TO SCALEived 6-15-22Case # 22-025
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21 CONSTRUCTION PLANS5/7/21 CONSTRUCTION PLANS5/28/21 CONSTRUCTION PLANS6/1/21 WATERSHED RESUBMITTAL6/14/21 CONSTRUCTION PLANS7/21/21 SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21 UTIL REVISIONS8/30/21 UTIL REVISIONS9/24/21 UTIL REVISIONS10/18/21 WATER/SANITARY SERVICE REVISIONS10/25/21 REVISED WATERMAIN2/4/22 APPROVED FOR CONSTRUCTION SET6/8/22 FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .SHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.1WETLAND MITIGATION PLANW1.0SWPPP - EXISTING CONDITIONSSW1.0GRADING PLAN (NORTH)C3.2C6.0C6.1L1.1CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.1 SITE PLAN (SOUTH)SWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0REMOVALS PLANC6.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.2LANDSCAPE PLAN NOTES & DETAILSALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.The Meadows at HugoHUGO, MINNESOTAISSUED FOR: FINAL PLAT SUBMITTAL PHASE 2DEVELOPER:Centra North, LLC11460 Robinson Dr. NWMinneapolis, MN 55433CONTACT: David Pattbergdavid.pattberg@centrahomes.com763-772-1017ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: Matt Pavek612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:Haugo Geotechnical ServicesCONTACT: Paul Haugophaugo@haugogts.com612-729-2959CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: RORY SYNSTELIEN612-615-0060C4.2GRADING PLAN (SOUTH)C3.1C2.2 SITE PLAN (NORTH)SANITARY SEWER AND WATER MAIN PLAN AND PROFILEC4.1C6.3 CIVIL DETAILSL1.0OVERALL LANDSCAPE PLANOVERALL SANITARY SEWER AND WATER MAIN PLANC4.0OVERALL GRADING PLANC3.0C2.0 OVERALL SITE PLANC4.3C4.4SITE SURVEYV1.2SITE SURVEYV1.3SITE SURVEYV1.4WETLAND MITIGATION PLANW1.1WETLAND MITIGATION PLANW1.2WETLAND CONSULTANT:JACOBSON ENVIRONMENTAL, PLLC5821 HUMBOLDT AVE NORTHBROOKLYN PARK, MN 55430612-802-6619PRELIMINARY PLATV2.0C4.5C4.6SANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILESANITARY SEWER AND WATER MAIN PLAN AND PROFILEC5.2STREET AND STORM SEWER PLAN AND PROFILEC5.1OVERALL STREET AND STORM SEWER PLANC5.0C5.3C5.4C5.5C5.6STREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILESTREET AND STORM SEWER PLAN AND PROFILEC5.7STREET AND STORM SEWER PLAN AND PROFILEC5.8 STREET AND STORM SEWER PLAN AND PROFILEC5.9 STREET AND STORM SEWER PLAN AND PROFILEC6.4 CIVIL DETAILSC6.5 CIVIL DETAILSC5.10 STREET AND STORM SEWER PLAN AND PROFILESITE SURVEYV1.0Case # 22-025Received 6-15-22
[11] Electrical TransmissionEasement per Doc. No. 185981 [13] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[12] Sewer Easement per Doc. No. 287225[12] Public UtilityEasement per Doc. No.3172032 S89°29'46"W 1319.69S00°50'53"W 1320.44N89°40'02"E 1320.77N00°47'52"E 1324.35(Width Varies)159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo
Washington County, MN 55038
6001 Glenwood Ave, Golden Valley, MN 55422
Golden Valley Land Company
PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY12-15-20Title Commitment1-5-21Add NAVD88 Conversion Note........N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20NCLIENTOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.DESCRIPTION OF PROPERTY SURVEYEDThe Southwest Quarter of the Southwest Quarter of Section 8, Township 31 North, Range 21 West, Washington County, Minnesota.Abstract Property.ALTA/NSPS Land Title Survey Notes(numbered per Table A)1.Bearings are based on the Washington County Coordinate System (1986 Adjustment).2.Site Address: Unassigned.3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map,Community Panel No. 27163C0136E, effective date of February 3, 2010.4.The Gross land area is 1,745,448 +/- square feet or 40.07 +/- acres.5.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on the north side of 159th St N, having an elevationof 926.69 feet. As shown hereon.NOTE: To convert from NGVD 29 Datum to NAVD 88 Datum, add 0.15 of a foot.6.The current Zoning for the subject property is was not provided.Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of suchamendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the ZoningAdministrator for the current restrictions for this site.9.We did not observe any striped parking stalls on subject property.11.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources:plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used thisinformation to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground featurescannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised thatexcavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on thesubject property.13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Washington County GIS.18. The wetland delineation was performed by Jacobson Environmental, PLLC, the report is dated September 13, 2018.SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Land Title Inc, as agent for First American TitleInsurance Company, File No. 626322, dated October 30, 2020. We note the following with regards to Schedule B of the herein referenced TitleCommitment:a. Item no.'s 1-10 and 17 are not survey related.b. The following are numbered per the referenced title Commitment: 11. Easement for electric in favor of Northern States Power Company, dated June 11, 1956, filed June 19, 1956, as Document No. 185981,Book 200 Deeds Page 556, Assignment and Assumption of Easements dated February 7, 2001, filed March 8, 2001 as Document Number3145752. As shown hereon over the west 27 feet of subject property. 12. Easement in favor of Metropolitan Sewer Board dated February 25, 1971, filed March 1, 1971, as Document No. 287225, Book 311 Deeds,Page 160. As shown hereon over the west 35 feet of subject property. 13. Consent to Allow Encroachment onto Sanitary Sewer Easements dated July 16, 2001, filed July 25, 2001, as Document No. 3170523. Asshown hereon over the west 35 feet of subject property. 14. Easement for Public Utility and Municipal Water purposes dated July 17, 2001, filed August 3, 2001, as Document No. 3172032. As shownhereon over part of the southwest corner of subject property. 16. Regulations and restrictions imposed on designated wetlands shown on available maps. Wetlands are shown hereon throughout subjectproperty. See sheets 2, 3 and 5. 17. Branch No. 3 of Judicial Ditch 3, aka County to County Ditch 3, as shown by available section maps. See sheets 2 and 3.ALTA CERTIFICATIONTo: Centra Homes, LLC; Thommes & Thomas Land Clearing, a partnership under the laws of the State of Minnesota; Golden Valley Land Company;First American Title Insurance Company; and Land Title, Inc.:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard DetailRequirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13of Table A thereof. The field work was completed on 11-23-2020.Dated this 24th day of November, 2020.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.com160408004080SCALE IN FEETBOLLARD
[11] Electrical TransmissionEasement per Doc. No. 185981 [13] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[12] Sewer Easement per Doc. No. 287225
DitchEdge of WaterMatch (See Sheet 2)Line (See Sheet 3)[17] County Dicth JD #3
[1
7
]
C
o
u
n
t
y
D
i
c
t
h
J
D
#
3Edge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetlandas Delineatedby JacobsonEnvironmentalEd
g
e
o
f
W
e
t
l
o
n
d
a
s
D
e
l
i
n
e
a
t
e
d
by
J
a
c
o
b
s
o
n
E
n
v
i
r
o
n
m
e
n
t
a
l
Edge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson EnvironmentalVICINITY MAPThe Meadows at Hugo
Washington County, MN 55038
6001 Glenwood Ave, Golden Valley, MN 55422
Golden Valley Land Company
PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.1ALTA/NSPS LANDTITLE SURVEY12-15-20Title Commitment1-5-21Add NAVD88 Conversion Note........100255002550SCALE IN FEET
[12] Public Utility Easementper Doc. No. 3172032 Wire FenceWire FenceEdge of WaterMatch (See Sheet 2)Line (See Sheet 3)(Width Varies)Match (See Sheet 3)Line (See Sheet 4)Edge of Wetlandas Delineatedby JacobsonEnvironmentalEdge of Wetland asDelineated by JacobsonEnvironmentalEdge of Wetland asDelineated by JacobsonEnvironmentalGarageEdge of WaterEdge of WaterEdge of Wetland asDelineated by JacobsonEnvironmentalEdge of Wetlandas Delineatedby JacobsonEnvironmentalEdge of Wetland as Del
ineatedby Jacobson EnvironmentalEdge of Wetland as Delineatedby Jacobson Environmental159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo
Washington County, MN 55038
6001 Glenwood Ave, Golden Valley, MN 55422
Golden Valley Land Company
PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.2ALTA/NSPS LANDTITLE SURVEY12-15-20Title Commitment1-5-21Add NAVD88 Conversion Note........100255002550SCALE IN FEET
[12] Public Utility Easementper Doc. No. 3172032
N89°40'02"E 1320.77Wire FenceEdge of Water(Width Varies)Match (See Sheet 3)Line (See Sheet 4)Edge of Wetland asDelineated by JacobsonEnvironmentalGarageEdge of WaterEdge of WaterEnvironmentalEdge of Wetland as Del
ineatedby Jacobson EnvironmentalEdge of Water159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo
Washington County, MN 55038
6001 Glenwood Ave, Golden Valley, MN 55422
Golden Valley Land Company
PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRNCJ.NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.3ALTA/NSPS LANDTITLE SURVEY12-15-20Title Commitment1-5-21Add NAVD88 Conversion Note........100255002550SCALE IN FEET
[12] Public Utility Easement
per Doc. No. 3172032 Wire FenceWater TowerEdge of WoodsGravel DriveWire FenceMatch (See Sheet 2)Line (See Sheet 3)159TH ST N(A Public R/W)(Width Varies)Match (See Sheet 3)Line (See Sheet 4)Edge of Wetlandas Delineatedby JacobsonEnvironmentalE
d
g
e
o
f
W
e
t
l
a
n
d
a
s
D
e
l
i
n
e
a
t
e
d
b
y
J
a
c
o
b
s
o
n
E
n
v
i
r
o
nm
e
n
t
a
l
Edge of Wetland asDelineated by JacobsonEnvironmentalGarageEdge of WaterUpper BowlWater Tower(per AerialPhotos)159TH ST N(A Public R/W)VICINITY MAPThe Meadows at Hugo
Washington County, MN 55038
6001 Glenwood Ave, Golden Valley, MN 55422
Golden Valley Land Company
PROJECTPROJECT NO.: 18301COPYRIGHT 2020 CIVIL SITE GROUP INC.cN44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.11-24-20CLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYJWNJRN..NOVERHEAD UTILITIESSANITARY SEWERSTORM SEWERWATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXELECTRICAL METERWATER MANHOLEWATER VALVECATCH BASINELECTRIC MANHOLEGAS VALVEFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRESURFACEWOODEN FENCELINEROOF DRAINBOLLARDREVISION SUMMARYDATEDESCRIPTIONV1.4ALTA/NSPS LANDTITLE SURVEY12-15-20Title Commitment1-5-21Add NAVD88 Conversion Note........100255002550SCALE IN FEET
35'35'35'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[13] Electrical Transmission
Easement per Doc. No. 185981
[15] Encroachment onto Sanitary Sewer
Easements per Doc. No. 3170523 and
[17] Sewer Easement per Doc. No. 287225
[14] Public Utility Easement
per Doc. No. 3172032
S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceWater TowerEdge of WoodsGravel DriveWire FenceDitchEdge of WaterEdge of WaterEdge of WaterREMOVE EXISTINGTREES, TYP.LIMITS OFCONSTRUCTION, TYP.LIMITS OFCONSTRUCTION, TYP.LIMITS OFCONSTRUCTION, TYP.REMOVE ALL EXISTINGDRAINTILE FOUND DURINGCONSTRUCTIONOPERATIONSREMOVE ALL EXISTINGDRAINTILE FOUND DURINGCONSTRUCTIONOPERATIONSREMOVE ALL EXISTINGDRAINTILE FOUND DURINGCONSTRUCTIONOPERATIONSLIMITS OFCONSTRUCTION, TYP.LIMITS OFCONSTRUCTION, TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE FENCE,TYP.REMOVE CULVERTREMOVE EXISTING CURB ANDGUTTER AS NECESSARY FORNEW CONSTRUCTION.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.SEE WETLAND PLAN,W1.0 FOR WETLANDPROTECTION,REMOVALS ANDREPLACEMENT.SEE WETLAND PLAN, W1.0 FORWETLAND PROTECTION, REMOVALSAND REPLACEMENT.LIMITS OFCONSTRUCTION, TYP.REMOVE EXISTING CONCRETESIDEWALK (440 SF)PROTECTEXISTING MCESSANITARY SEWERPROTECTEXISTING POWERLINEREMOVALS LEGEND:REMOVE EXISTING TREES - INCLUDING ROOTS ANDSTUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLC01" = 80'-0"80'-0"40'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVAL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTIONLIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECTOR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TOCONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THEDURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THEDURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALLREMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITYPRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BYTHE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DRIPLINE WIDTH1DLTREE PROTECTIONN T S25'FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITSCITY OFHUGO REMOVAL NOTES:1.NONE.
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDWETLANDWETLANDWETLANDWETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND B13889 SF(FARMED)FILLWETLAND C13104 SFFARMEDFILLWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D4DITCH1331 SFFILLWETLAND G1FARMED / DITCH10,645 SFFILLWETLAND G2FARMED705 SFFILLWETLAND A2FARMED13,167 SFFILLWETLAND D2DITCHED20,011 SFFILLWET CREATION 27659 SFWET CREATION 35860 SFWET CREATION 117,984 SFWET CREATION 424,012 SFWETLAND D23774 SFWETLAND X2224 SFFILLWETLAND XBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17WETLAND A1313 SFFILLWET RESTORE 27960 SFWET RESTORE 1950 SFWET RESTORE 44376 SFWET RESTORE 53897 SFWET RESTORE 33089 SFEOFEOFEOFEOFEOFEOF914.50EOFEOFEOFWET CREATION 514,754 SFWETLAND D3DITCH2219 SFFILL21.2'25'10'25'32
.
2
'
1
2
.1
'36.9'25'10.5
'10.5
'12.2'25.4'11'11.4'25'25'1
2
.
7
'
10'10'69.6'25'25'31.7'25'25'25'53.6'15'15'15'15'15'25'26.2'30.7'25'25'25'25'12.4'4
3
.
5
'35'35'35'EOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFEO
F
EOF25'25'25'25'60.2'54.1'2
5
'42.3'42.8
'15'18.4'1
8
.
4
'35'25.5'35.9'32.7'15.2
'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[13] Electrical Transmission
Easement per Doc. No. 185981
[14] Public Utility Easement
per Doc. No. 3172032
S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77Wire FenceWater TowerEdge of WoodsGravel DriveEdge of WaterEdge of WaterEdge of Water159TH ST N(A Public R/W)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c12/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLC01" = 80'-0"80'-0"40'-0"NREVISION SUMMARYDATEDESCRIPTIONW1.0WETLAND PLAN4/22/21WETLAND PLAN REVISION4/29/21WETLAND PLAN REVISION........Know what'sbelow.before you dig.CallRWETLAND LEGEND:SITE SPECIFIC WETLAND NOTES:1.CONTRACTOR SHALL ADHERE TO "APPENDIX G, WETLANDESTABLISHMENT AND MANAGEMENT PLAN" PREPARED BY JACOBSONENVIRONMENTAL2.CONTRACTOR TO "UNGULATE" THE BOTTOM ELEVATIONS OF THECREATED AND RESTORED WETLANDS BY 6" IN THE FIELD. DEPTHSHOULD FLUX BETWEEN 1.5-2.5' OF STANDING WATER DEPTH BELOWNORMAL WATER LEVEL IN WETLANDS, COORDINATE WITH WETLANDCONSULTANT AND ENGINEER ON SITE.3.CONTRACTOR SHALL LEAVE "POCKETS" OF DESIRABLE VEGETATION INRESTORATION AREAS, COORDINATE WITH WETLAND CONSULTANTAND ENGINEER ON SITE.4.SEE LANDSCAPE PLAN FOR LOCATIONS OF SEED MIXES AND WETLANDPLANTINGS.5.CONTRACTOR SHALL INSTALL "WETLAND BUFFER" SIGNS PER DETAILAT LOCATIONS SHOWN ON PLAN, MINIMUM EVERY 50' ALONG WETLANDBUFFERS.PROPERTY LINECONSTRUCTION LIMITSWETLAND CALCULATIONS:WETLAND TO REMAIN (RESTORATION OFPARTIALLY DRAINED SUBP. 4)WETLAND RESTORATION AREA (VEGETATIVERESTORATION OF FARMED WETLANDS SUBP. 5)WETLAND CREATION AREA (SUBP. 7)TOTAL EXISTING WETLAND AREA = 258075 SF (5.92 AC)WETLAND FILL AREAFILL AREA A1=313FILL AREA A2=13167FILL AREA B=13889FILL AREA C=13104FILL AREA D2=20011FILL AREA D3=2219FILL AREA D4=1331FILL AREA G1=10645FILL AREA G2=705FILL AREA X=2224TOTAL FILL AREA=77608 (1.78AC)WETLAND MITIGATION CREDIT ACTIONSNEW CREATED WETLANDS (SUBP. 7)CREATION AREA 1=17984CREATION AREA 2=7659CREATION AREA 3=5860CREATION AREA 4=24012CREATION AREA 5=14754TOTAL ON-SITE CREATION AREA=70269 (1.61 AC)PER SUBP. 7 - 75% CREDIT = 52702 SF (1.21 AC)WETLAND RESTORATION AREA (VEGETATIVE RESTORATION OF FARMED WETLANDS SUBP. 5)RESTORE AREA 1=950RESTORE AREA 2=7960RESTORE AREA 3=3089RESTORE AREA 4=4376RESTORE AREA 5=3897TOTAL WETLAND RESTORATION AREA = 20272 (0.47 AC)PER SUBP. 5 - 50% CREDIT = 10136 SF (0.23 AC)WETLAND RESTORATION AREA (RESTORATION OF PARTIALLY DRAINED WETLANDS SUBP. 4)(RESTORED WETLAND AREAS LESS THE (NON-UPLAND BUFFER AREAS WITHIN)WETLAND A=43686WETLAND D1=6414WETLAND D2=2810WETLAND D4=2806WETLAND E=60388WETLAND F=11285WETLAND G=9202TOTAL WETLAND RESTORATION AREA = 136591 (3.14AC)PER SUBP. 4 - 50% CREDIT = 68296 SF (1.57 AC)WETLAND UPLAND BUFFER AREAS (SUBP. 2)WETLAND BUFFER PER CREATION AND RESTORED WETLANDS (25' MINIMUM AVERAGE BUFFER WIDTH)D1, WC1 (CONTIGUOUS)TOTAL WETLAND EDGE LENGTH=892'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=892' X 25' = 22,300 SFTOTAL PROVIDED UPLAND BUFFER AREA=19532 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=3536 SFA, WC2TOTAL WETLAND EDGE LENGTH=1638'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=1638' X 25' = 40950 SFTOTAL PROVIDED UPLAND BUFFER AREA=32648 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=8602 SFD4, FTOTAL WETLAND EDGE LENGTH=860'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=860' X 25' = 21500 SFTOTAL PROVIDED UPLAND BUFFER AREA=23372 SFGTOTAL WETLAND EDGE LENGTH=8653'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=653' X 25' = 16325 SFTOTAL PROVIDED UPLAND BUFFER AREA=13407 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=3811 SFE, WC3TOTAL WETLAND EDGE LENGTH=1048'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=1048' X 25' = 26200 SFTOTAL PROVIDED UPLAND BUFFER AREA=20102 SFTOTAL PROVIDED NON-UPLAND BUFFER AREA=7290 SFWC4TOTAL WETLAND EDGE LENGTH=642'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=642' X 25' = 16050SFTOTAL PROVIDED UPLAND BUFFER AREA=16050 SFWC5TOTAL WETLAND EDGE LENGTH=757'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=757' X 25' = 18925SFTOTAL PROVIDED UPLAND BUFFER AREA=18925 SFD2TOTAL WETLAND EDGE LENGTH=74'TOTAL REQUIRED BUFFER AREA IF 25' AVERAGE=74' X 25' = 1850SFTOTAL PROVIDED UPLAND BUFFER AREA=1850 SFTOTAL UPLAND BUFFER AREA=145886 (3.35AC)PER SUBP. 2 - 25% CREDIT = 36472SF (0.84 AC)TOTAL NON-UPLAND BUFFER AREA=23239 (0.53AC)PER SUBP. 2 - 25% CREDIT = 5810SF (0.13 AC)TOTAL FILL = 1.78 ACRESREQUIRED MITIGATION 2:1=3.54 ACON-SITE MITIGATION CREDIT=188,531 SF = 3.98 ACOFF SITE CREDITS - NOT USEDWETLAND UPLAND BUFFER AREA (SUBP. 6)WETLAND FILL AREAWETLAND NON-UPLAND BUFFER AREA (SUBP. 6)WETLAND BUFFER AREA (NO CREDIT)W6R1B1BD1C1DN1F1MEANDER SURVEY AREAS - M1-M7STAFF GAUGES - SG1 - SG5PLUG PLANTING AREAS - P1 - P10SEE LANDSCAPE PLAN FOR DETAILSUPLAND WETLAND SHRUB TRANSITIONAREAS - US1 - US4SEE LANDSCAPE PLAN FOR DETAILSSG1SG2SG3SG4SG5M1M2M3M4M5M6M7P1P2P3P4P5P6P7P8P9P10US1US2US3US4WETLAND BUFFER SIGN (SEE DETAIL)
WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND G1FARMED / DITCH10,645 SFFILLWETLAND G2FARMED705 SFFILLFILLWETLAND D2DITCHED20,011 SFFILLWET CREATION 35860 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONOUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97WET RESTORE 53897 SFEOFEOFEOFEOF914.50EOFWET CREATION 514,754 SFWETLAND D3DITCH2219 SFFILL21.2'25'10'25'32.2'12.1'36.9'25'12.2'25.4'15'25'30.7'25'25'25'25'12.4'35'35'EOFEOFEOF EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%7.23%3.85%3.79%4.09%2.64%6.00%6.37%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%25'25'60.2'54.1'25'42.3'25.5'35.9'32.7'15.2
'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSB-1SB-2SB-5SB-6SB-7SB-3[14] Public Utility Easementper Doc. No. 3172032
N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterWETLANDLIMITS OFCONSTRUCTIONWETLAND X2224 SFFILLWETLAND XLIMITS OFCONSTRUCTION[14] Public Utility Easement
per Doc. No. 3172032 Wire FenceWater TowerEdge of WoodsGravel DriveCB121Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONW1.1WETLAND PLAN SOUTH............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRMATCH LINE
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDWETLANDWETLANDWETLAND F15,661 SFWETLAND B13889 SF(FARMED)FILLWETLAND C13104 SFFARMEDFILLWETLAND 858,590 SFDITCH 7WETLAND D4DITCH1331 SFFILLWETLAND A2FARMED13,167 SFFILLWET CREATION 27659 SFWET CREATION 117,984 SFWET CREATION 424,012 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17WETLAND A1313 SFFILLWET RESTORE 27960 SFWET RESTORE 1950 SFWET RESTORE 44376 SFWET RESTORE 33089 SFEOFEOFEOFEOFEOF25'10.5'10.5'12.2'25.4'11'11.4'25'25'1
2
.
7
'
10'10'69.6
'25'25'31.7'25'25'25'53.6'15'15'15'15'15'26.2'30.7'12.4'43.5'35'10'10'EOFWETLAND D4 2806 SF
EOFEOF3.90%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%4.05%
3.40%
4.95
%
4.4
8
%4.79%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%25'25'42.3'42.8'15'18.4'18.4'35'10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSB-7SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981 [15] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[17] Sewer Easement per Doc. No. 287225
S89°29'46"W 1319.69S00°50'53"W 1320.44
N00°47'52"E 1324.35 Edge of WaterEdge of WaterCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONW1.2WETLAND PLAN NORTH............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK
1
B
L
O
C
K
2
B
L
O
C
K
3BLOCK 6BLOCK
5BLOCK 4BLOCK
5BLOCK 7BL
O
C
K
8
BLOC
K
3
B
L
O
C
K
3
BLO
C
K
6
B
L
O
C
K
5
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTD(42
,299
SF
)OUTLOTC(113
,813
SF
)OUTLOTE(29
,702
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
F
LOW FLOOR=918.50LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70EOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.0OVERALL SITE PLAN............01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRCITY OF HUGO SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SITE PLAN LEGEND:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANCONSTRUCTION LIMITSTOTYPICAL 2-STORY VILLA HOMESINGLE FAMILY LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT30' REAR7.5' SIDES/ 15' SIDE ROW29'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:5,400 SFTYPICAL 1-STORY VILLA HOMESINGLE FAMILY LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT30' REAR5' SIDES/ 15' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,750 SFPARK CALCULATIONS:1.RESERVED FOR CITY SPECIFIC NOTES.SITE DATA:Gross Site Area (to center of ditch): 32.93 Ac.(Off site right of way area):(1.06 Ac)Existing Wetland Area: 5.92 Ac.Net Developable Area: 27.01 Ac.(Lots & Local Roads, Ponds)Existing Wetland Area:5.92 Ac.Farmed/ Cropped /DitchedWetland Removed:1.77 Ac.Non-Farmed/Ditched Wetland Removed:0.00 Ac.Wetland Saved:4.15 Ac. (70%)*Zoning:Existing Zoning: FUS ( Future Urban Service)2040 Land Use Guide:MDR (Medium Density Residential)(3-6 u/a)Proposed Zoning/ Land Use:PUD (MDR)DNR Shoreland Management Ordinance: 9.53 ac300' from ditchNo touch Shoreland Impact Zone53' adj. to ditch (70% of 75')Min. Lot width DNR PUD: 50'Structure setback from ditch: 50' f/ OHWMin. Lot size: noneMax. hardcover 25% (entire 300')Building FFE: 3' above OHWMin. Openspace DNR PUD:50% (4.77 ac.)Proposed Public Openspace DNR PUD:58% (5.13 ac)Private Lots (50'x135')/ ROW: 4.40 ac.Overall Residential Units:87 lots (3.22 u/a)Villa 1-story SF lots 50' x 135'/140' min.:45 lotsVilla 2-story SF lots 44' x 135'/140' min.:42 lotsSetbacks:50' lots25' front (variable, 25' minimum)30' rear 5' side/ 15' side row44' lots25' front (variable, 25' minimum)30' rear 7.5' side/ 15' side row
OUTLOT I300' SHO
R
E
L
A
N
D
L
I
N
E
53' PRES
E
R
V
E
D
A
R
E
A POND60'60'SURMOUNTABLECURB & GUTTER, TYP.R60'POND8' BITUMINOUSTRAIL (TYP.)5' CONCRETESIDEWALK (TYP.)60'VARIABLE FRONTSETBACK (25' MINIMUM)R46'R
3
4
'WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SF40'x70'PAD40'x70'PAD40'x70'PAD40'x60'PAD29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70
'PAD29'x70
'PAD29'x70
'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70'
PAD
29'x70'
PAD
29'x70'
PAD
4
0
'
x
7
0
'
P
A
D
40'x70
'PAD40'x60'PAD40'x70'PAD4
0
'
x
7
0
'PAD40'x
7
0
'
PAD
40'x70'
PAD 40'x70'PAD4
0
'
x
7
0
'
P
A
D
4
0
'
x
7
0
'
P
A
D
40'x70
'PAD40'x70
'PAD40'x70'
PAD
40'x70'
PAD 40'x70'
PAD
40'x70'
PAD 40'x70'PAD40'x70'PADR20'30'B-B5' CONCRETESIDEWALK (TYP.)SURMOUNTABLECURB & GUTTER, TYP.8' BITUMINOUS TRAIL(TYP.)STREET LIGHT"LANTERN" (TYP.)STREET LIGHT"LANTERN" (TYP.)PED RAMP, SEEDETAILS, TYP.D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT.(TYP.)D&UESMT.(TYP.)D&U ESMT.(TYP.)LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIOND&UESMT.(TYP.)BLOCK 1
B
L
O
C
K
2
BLOCK 8
B
L
O
C
K
3
BLOCK 9
B
L
O
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTE(29,702 SF)
6160 SF
6140
SF
6173 SF 6346 SF 6433 SF 6356 SF 6871 SF 6681 SF 6197 SF 6166 SF 6177
SF
6185
SF
6196
SF
10197
SF
7020 SF 7020 SF
6160 SF8884 SF11896 SF7002 SF7051 SF
7361 SF 9541 SF 12251 SF7002 SF6160 SF 6160 SF 6160 SF 6172 SF 6180 SF
6160 SF
R200'R
2
0
'R250'R325'30'B-BR125' 8809 SF 9043 SF
10061 SF 7058 SF8506 SF8218 SFOUTLOTA(83
,216
SF
)
9638 SF7762 SF7002 SF10063 SF7328 SF7369 SF
71
7
5
S
F
6
6
0
0
S
F
7532
SFOUTLOTA(83,216 SF)OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOFEOF914.50EOF35'35'35' DITCHEASEMENT35' DITCHEASEMENTR257.2'PASSIVE MOWEDTRAILFUTURE ACCESSDRIVEWAY BY CITYEOFEOFEOF
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%7.23%3.85%3.79%4.09%2.64%6.00%6.37%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[14] Public Utility Easementper Doc. No. 3172032
N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterCITY OFHUGOWETLAND8' BITUMINOUS TRAIL(TYP.)D&U ESMT.(TYP.)CONSTRUCTIONLIMITS OFCONSTRUCTIONR140'30'B-B60'SURMOUNTABLECURB & GUTTER, TYP.WETLAND XLIMITS OFCONSTRUCTION50.5'6160 SF8884 SFR257.2'R257.2'FUTURE ACCESSDRIVEWAY BY CITYMATCH EXISTING CURB /STREET AND TRAIL[14] Public Utility Easement
per Doc. No. 3172032 Wire FenceWater TowerGravel DriveCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.1SITE PLAN (SOUTH)............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRSITE PLAN LEGEND:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANCONSTRUCTION LIMITSTOMATCH LINE
MATCH LINE
53'
P
R
E
S
E
R
V
E
D
A
R
E
APONDPONDWETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)60
'SURMOUNTABLECURB & GUTTER, TYP.TEMP. SAC.TEMP. SAC.8' BITUMINOUS TRAIL(TYP.)8' BIT.TRAIL (TYP.)POND30'30'B-BD&U EASEMENT (TYP.)30
0
'
S
H
O
R
E
L
A
N
D
L
I
N
E60'30'B-BVARIABLE FRONTSETBACK (25' MINIMUM)VARIABLE FRONTSETBACK (25' MINIMUM)R20'R150'R46'R60'R44'R44'WETLAND F15,661 SFWETLAND 858,590 SFDITCH 729'x70'PAD 29'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD29'x70
'PAD29'x70
'PAD29'x70
'PAD29'x70'
PAD
29'x70'
PAD 29'x70'
PAD
29'x70'
PAD
29'x70'
PAD29'x70'
PAD
29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD 29'x70'PAD29'x70'PAD29'x70'
PAD
29'x70'
PAD
40'x70'
PAD
40'x70'
PAD
40'x70'
PAD
40'x70'
PAD
40'x70'
PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD
40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x70'PAD40'x60'PAD40'x70'PAD29'x70'PAD29'x70'PAD29'x70'PAD30'B-B60'5' CONCRETESIDEWALK (TYP.)8' BITUMINOUS TRAIL(TYP.)8' BIT TRAIL (TYP.)STREETLIGHT"LANTERN"(TYP.)STREET LIGHT"LANTERN" (TYP.)STREET LIGHT"LANTERN" (TYP.)PED RAMP, SEEDETAILS, TYP.PED RAMP, SEEDETAILS, TYP.D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT. (TYP.)D&U ESMT. (TYP.)LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIOND&UESMT.(TYP.)B
L
O
C
K
3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOC
K
3
BLO
C
K
6
BLOCK 5
B
L
O
C
K
9
BLO
C
K
9 OUTLOTD(42,299 SF)OUTLOTC(113
,813
SF
)17637 SF12378 SF7482 SF6494 SF6540 SF6758 SF 6545 SF7293 SF5500 SF5500 SF21249 SF 15335 SF10062 SF 10675 SF 10123 SF8384 SF 7042 SF
7232 S
F
760
6
S
F
7217 SF 7938 SF
6375 SF
6160 SF
6140
SF
6173
SF
6166 SF
6177
SF
6185
SF
6196
SF
10197
SF
7020 SF 7020 SF 7907 SF6180 SF
6160 SF 6160 SF 6160 SF 6160 SF
7020 SF 7020 SF
OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)D&U ESMT. (TYP.)8264 SF9500 SFR100'
R10
0
'R250'R100'R20'R20'60'SURMOUNTABLECURB & GUTTER, TYP.R125'R225.2'11211 SF 81
1
9
S
F
81
5
9
S
F
86
9
4
S
F
9667 SF
10119 SF9043 SF
7910 SF 12723 SF10174 SFBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOF35'35' DITCHEASEMENT35' DITCHEASEMENT 7020 SF 7029 SF
PASSIVE MOWEDTRAIL10'10'R30'10'10'PASSIVE MOWEDTRAILEOFWETLAND D4 2806 SFFUTURETRAIL BYOTHERSEOFEOF60'R30'(2) BARRICADES)3.90%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%4.05%
3.40%
4.95
%
4.
4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%10'10'RCWD JD3BRANCH 3ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[13] Electrical TransmissionEasement per Doc. No. 185981 [15] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[17] Sewer Easement per Doc. No. 287225
S89°29'46"W 1319.69S00°50'53"W 1320.44
N00°47'52"E 1324.35 Edge of WaterEdge of WaterCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC2.2SITE PLAN (NORTH)............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRSITE PLAN LEGEND:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANCONSTRUCTION LIMITSTO
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK
1
B
L
O
C
K
2
B
L
O
C
K
3BLOCK 6BLOCK
5BLOCK 4BLOCK
5BLOCK 7BL
O
C
K
8
BLOC
K
3
B
L
O
C
K
3
BLO
C
K
6
B
L
O
C
K
5
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTD(42
,299
SF
)OUTLOTC(113
,813
SF
)OUTLOTE(29
,702
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95
%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%SB-1SB-2SB-5SB-6SB-7SB-3SB-8SB-9SB-10SB-11SB-12SB-4S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.0OVERALLGRADING PLAN............01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.3.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.4.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMITREQUIREMENTS OF THE CITY.5.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.6.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.7.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.8.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:19.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALLENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.11.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES.AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BYTRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THANORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.14.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEMAXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILSENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.15. TOLERANCES15.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.15.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANYPOINT WHERE MEASUREMENT IS MADE.15.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.MAINTENANCE16.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.16.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.16.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, ANDCOMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF HUGO GRADING NOTES:1.ALL PONDS SHALL BE CLAY LINED.2.BERM ALONG CREEK SHALL BE CLAY/IMPERVIOUS.3.CONTRACTOR SHALL REFER TO WETLAND PLAN FOR ALL GRADING WITHINWETLAND AREAS.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSRICE CREEK WATERSHED NOTES:1.ALL ELEVATIONS SHOWN ON THE PLANS ARE IN VGVD29.TO CONVERT TO NAVD88 ADD 0.15'.WETLAND
WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 1
B
L
O
C
K
2
BLOCK 8
B
L
O
C
K
3
BLOCK 9
B
L
O
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTE(29,702 SF)OUTLOTA(83
,216
SF
)OUTLOTA(83,216 SF)OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOFEOF914.50EOF35'35'EOFEOFEOF EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%7.23%3.85%3.79%4.09%2.64%6.00%6.37%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSB-1SB-2SB-5SB-6SB-7SB-3[14] Public Utility Easementper Doc. No. 3172032
N89°40'02"E 1320.77Wire FenceEdge of WoodsGravel DriveEdge of WaterLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTION[14] Public Utility Easement
per Doc. No. 3172032 Wire FenceWater TowerGravel DriveCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.1GRADING PLAN (SOUTH)5-27-22rev grades lot 1, bl 1&8..........1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSMATCH LINE
WETLAND
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND 858,590 SFDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOC
K
3
BLO
C
K
6
BLOCK 5
B
L
O
C
K
9
BLO
C
K
9 OUTLOTD(42,299 SF)OUTLOTC(113,813
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOF35'10'10'EOFWETLAND D4 2806 SF
EOFEOF3.90%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%4.05%
3.40%
4.95
%
4.4
8
%
4
.7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSB-7SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981
S89°29'46"W 1319.69S00°50'53"W 1320.44
N00°47'52"E 1324.35 Edge of WaterEdge of WaterCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.2GRADING PLAN (NORTH)............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSWETLAND
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK
1
B
L
O
C
K
2
B
L
O
C
K
3BLOCK 6BLOCK
5BLOCK 4BLOCK
5BLOCK 7BL
O
C
K
8
BLOC
K
3
B
L
O
C
K
3
BLO
C
K
6
B
L
O
C
K
5
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTD(42
,299
SF
)OUTLOTC(113
,813
SF
)OUTLOTE(29
,702
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95
%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.7710+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002
0
+
0
0
2
1
+
0
0
22+00
23+0024+0024+659+5410+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+
0
0
20
+
0
0
21+00 21+82
9+8510+00 11+00 12+00 13+00
14
+
0
0
15+0016+0017+001
8
+
0
0
19+0020+0020+369+8510+0011+0012+0013+00 14+0
0
14+9
8
10+00
11+00
12+0013+0014+0014+180+000+44Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.0OVERALLSAN. SEWER ANDWATER MAIN PLAN............01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPGENERAL UTILITY NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE AS SHOWN IN PLANS.7. ALL SANITARY SEWER SHALL BE AS SHOWN IN PLANS.8. ALL STORM SEWER PIPE SHALL BE AS SHOWN IN PLANS.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. NOT USED.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY.THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURESBEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.NOT USED.CITY OF HUGO UTILITY NOTES:1.NONE.RCWD UTILITY NOTES:1.DEVELOPER MUST PROVIDE AN AS-BUILT SURVEY OF THE INVERT ELEVATIONSOF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).1.1.FES 1
WETLANDWETLAND G16,910 SFWETLAND E67,678 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK
1
B
L
O
C
K
2
BL
O
C
K
8
B
L
O
C
K
9OUTLOTE(29
,702
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOF914.50EOFFUTURETRAIL BYOTHERSEO
F8.5%8.8%8.80%6.30%6.34%4.90%3.58%4.19%3.11%6.00%4.54%4.12%6.05%
7.44%
7.46%
7.23%4.09%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%N89°40'02"E 1320.77EXIST. 42" MET COUNCIL
SANITARY SEWER
4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICE24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24" DIPWATER MAINW/ 24"BUTTERFLYVALVEEX. 16" DIPWATER MAINEX. 24" DIPHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAIN48" SAN MH 648" SAN MH 6A48" SAN MH 748" SAN MH 848" SAN MH 3148" SAN MH 32SAN. WYE STA=3+39.0SAN. WYE IE=909.82SAN. STUB IE=911.12CURB STOP ELEV.=919.15SAN. WYE STA=2+95.0SAN. WYE IE=909.65SAN. STUB IE=910.95CURB STOP ELEV.=919.60SAN. WYE STA=2+29.5SAN. WYE IE=909.39SAN. STUB IE=910.69CURB STOP ELEV.=919.51SAN. WYE STA=1+85.5SAN. WYE IE=909.21SAN. STUB IE=910.51CURB STOP ELEV.=919.10SAN. WYE STA=1+62.5SAN. WYE IE=909.12SAN. STUB IE=910.42CURB STOP ELEV.=919.00SAN. WYE STA=1+19.0SAN. WYE IE=908.95SAN. STUB IE=910.25CURB STOP ELEV.=919.10SAN. STUB IE=908.36CURB STOP ELEV.=917.08SAN. WYE STA=0+53.5SAN. WYE IE=907.61SAN. STUB IE=908.91CURB STOP ELEV.=917.00SAN. WYE STA=0+27.5SAN. WYE IE=907.51SAN. STUB IE=908.81CURB STOP ELEV.=916.70SAN. WYE STA=1+25SAN. WYE IE=907.90SAN. STUB IE=909.20CURB STOP ELEV.=917.00SAN. WYE STA=1+52SAN. WYE IE=908.01SAN. STUB IE=909.37CURB STOP ELEV.=916.95SAN. WYE STA=2+01.5SAN. WYE IE=908.21SAN. STUB IE=910.61CURB STOP ELEV.=917.20SAN. WYE STA=2+25.0SAN. WYE IE=908.30SAN. STUB IE=910.77CURB STOP ELEV.=917.30SAN. WYE STA=0+98.5
SAN. WYE IE=910.56
SAN. STUB IE=911.86
CURB STOP ELEV.=919.75
SAN. WYE STA=0+48.0
SAN. WYE IE=910.36
SAN. STUB IE=911.66
CURB STOP ELEV.=919.52
SAN. WYE STA=0+02.0
SAN. WYE IE=910.18
SAN. STUB IE=911.48
CURB STOP ELEV.=919.15
SAN. WYE STA=3+98
SAN. WYE IE=910.05
SAN. STUB IE=911.82
CURB STOP ELEV.=918.75
SAN. WYE STA=3+80.0SAN. WYE IE=907.14SAN. STUB IE=908.44CURB STOP ELEV.=916.40SAN. WYE STA=2+40.5SAN. WYE IE=909.17SAN. STUB IE=910.47CURB STOP ELEV.=919.04SAN. WYE STA=1+78.0SAN. WYE IE=908.92SAN. STUB IE=910.10CURB STOP ELEV.=919.11SAN. WYE STA=1+22SAN. WYE IE=908.70SAN. STUB IE=909.72CURB STOP ELEV.=918.51SAN. WYE STA=0+50.0SAN. WYE IE=908.41SAN. STUB IE=909.53CURB STOP ELEV.=917.80SAN. WYE STA=1+50.5SAN. WYE IE=908.00SAN. STUB IE=909.17CURB STOP ELEV.=917.40SAN. WYE STA=0+99.5SAN. WYE IE=907.80SAN. STUB IE=908.82CURB STOP ELEV.=916.60SAN. WYE STA=1+75.0SAN. WYE IE=908.91SAN. STUB IE=910.37CURB STOP ELEV.=919.15SAN. WYE STA=1+30.0SAN. WYE IE=908.73SAN. STUB IE=910.29CURB STOP ELEV.=918.85SAN. WYE STA=0+85.0SAN. WYE IE=908.55SAN. STUB IE=910.11CURB STOP ELEV.=918.35SAN. WYE STA=0+41.0SAN. WYE IE=908.37SAN. STUB IE=909.82CURB STOP ELEV.=917.61SAN. WYE STA=0+01.5SAN. WYE IE=908.22SAN. STUB IE=909.52CURB STOP ELEV.=917.67SAN. WYE STA=157.5SAN. WYE IE=908.03SAN. STUB IE=909.49CURB STOP ELEV.=917.35SAN.
W
Y
E
S
T
A
=
1
+
2
5
SAN.
W
Y
E I
E
=
9
0
8.
1
9 (
1'
R.)
SAN.
S
T
U
B I
E
=
9
0
9.
5
5
CUR
B
S
T
O
P
E
L
E
V.
=
9
1
9.
6
4
SAN. WYE STA=2+29.5SAN. WYE IE=908.32SAN. STUB IE=910.60CURB STOP ELEV.=917.50SAN. WYE STA=2+34SAN. WYE IE=908.34SAN. STUB IE=910.26CURB STOP ELEV.=917.45SAN. WYE STA=2+36SAN. WYE IE=908.34SAN. STUB IE=909.88CURB STOP ELEV.=917.308" TO 6" REDUCER24" BUTTERFLYVALVESANITARY CLEANOUT10+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002
0
+
0
0
2
1
+
0
0
2
2+
00
23+0024+0024+659+5410+0011+00 12+00 13+00
9+85 10+00 11+00 12+00 13+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING GRADEPROPOSED GRADE161ST STREET NORTHGATE VALVE
STA: 18+24.85 OS:10.06 R
11.25° BEND
STA: 18+30.02 OS:10.06 R
24X24X24 TEE
24" X 8" REDUCER (E)
STA: 18+20.21 OS:10.02 R
24X24X6 TEE
STA: 17+25.29 OS:9.85 R
24" 45° BEND (2)
STA: 16+50.15 OS:9.72 R
22.5° BEND (1)
STA: 19+12.15 OS:5.54 RMATCH EXISTINGCENTERLINE 919.77EXISTING LOW POINT /CATCH BASINSSAN MH 32
STA: 16+96.23 OS: 0.20 L
RIM: 918.83
IE (E)=910.63
BUILD: 8.2'115 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 31
STA: 18+10.42 OS: 0.00
RIM: 918.03
IE (W)=910.17
IE (N)=910.07
BUILD: 8.0'
SAN MH 8
STA: 20+25.05 OS: 0.00
RIM: 918.31
IE (NE)=909.18
BUILD: 9.1'8" DIP WATER MAIN24" VERTICAL 45° BEND
STA: 16+84.81 OS:9.77 R
24" VERTICAL 45° BEND
STA: 16+87.05 OS:9.77 R
18" STORM SEWER CROSSING24" DIP WATER MAINPHASE 1 END ANDCAP WATERMAINSTA. 20+11.50PHASE 1 LIMITS
STA. 20+07END PHASE 1STREETCONSTRUCTIONCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.1SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1
B
L
O
C
K
2
BLOCK 8
B
L
O
C
K
3
B
L
O
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTE(29
,702
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOF914.50EOF35'35'EOFEO
F8.5%8.8%8.80%6.30%6.34%4.90%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%
7.23%4.09%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSN89°40'02"E 1320.77EXIST. 42" MET COUNCILSANITARY SEWER
4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICE24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24" DIPWATER MAINW/ 24"BUTTERFLYVALVEEX. 16" DIPWATER MAINEX. 24" DIPWATER MAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAIN48" SAN MH 648" SAN MH 6A48" SAN MH 748" SAN MH 848" SAN MH 3148" SAN MH 32SAN. WYE STA=3+39.0SAN. WYE IE=909.82SAN. STUB IE=911.12CURB STOP ELEV.=919.15SAN. WYE STA=2+95.0SAN. WYE IE=909.65SAN. STUB IE=910.95CURB STOP ELEV.=919.60SAN. WYE STA=2+29.5SAN. WYE IE=909.39SAN. STUB IE=910.69CURB STOP ELEV.=919.51SAN. WYE STA=1+85.5SAN. WYE IE=909.21SAN. STUB IE=910.51CURB STOP ELEV.=919.10SAN. WYE STA=1+62.5SAN. WYE IE=909.12SAN. STUB IE=910.42CURB STOP ELEV.=919.00SAN. WYE STA=1+19.0SAN. WYE IE=908.95SAN. STUB IE=910.25CURB STOP ELEV.=919.10CURB STOP ELEV.=917.08SAN. WYE STA=0+53.5SAN. WYE IE=907.61SAN. STUB IE=908.91CURB STOP ELEV.=917.00SAN. WYE STA=0+27.5SAN. WYE IE=907.51SAN. STUB IE=908.81CURB STOP ELEV.=916.70SAN. WYE STA=1+25SAN. WYE IE=907.90SAN. STUB IE=909.20CURB STOP ELEV.=917.00SAN. WYE STA=1+52SAN. WYE IE=908.01SAN. STUB IE=909.37CURB STOP ELEV.=916.95SAN. WYE STA=2+01.5SAN. WYE IE=908.21SAN. STUB IE=910.61CURB STOP ELEV.=917.20SAN. WYE STA=2+25.0SAN. WYE IE=908.30SAN. STUB IE=910.77CURB STOP ELEV.=917.30SAN. WYE STA=0+98.5SAN. WYE IE=910.56SAN. STUB IE=911.86CURB STOP ELEV.=919.75SAN. WYE STA=0+48.0SAN. WYE IE=910.36SAN. STUB IE=911.66CURB STOP ELEV.=919.52SAN. WYE STA=0+02.0SAN. WYE IE=910.18SAN. STUB IE=911.48CURB STOP ELEV.=919.15
SAN. WYE STA=3+98
SAN. WYE IE=910.05
SAN. STUB IE=911.82
CURB STOP ELEV.=918.75
SAN. WYE STA=3+80.0SAN. WYE IE=907.14SAN. STUB IE=908.44CURB STOP ELEV.=916.40SAN. WYE STA=2+40.5SAN. WYE IE=909.17SAN. STUB IE=910.47CURB STOP ELEV.=919.04SAN. WYE STA=1+78.0SAN. WYE IE=908.92SAN. STUB IE=910.10CURB STOP ELEV.=919.11SAN. WYE STA=1+22SAN. WYE IE=908.70SAN. STUB IE=909.72CURB STOP ELEV.=918.51SAN. WYE STA=0+50.0SAN. WYE IE=908.41SAN. STUB IE=909.53CURB STOP ELEV.=917.80SAN. WYE STA=1+50.5SAN. WYE IE=908.00SAN. STUB IE=909.17CURB STOP ELEV.=917.40SAN. WYE STA=0+99.5SAN. WYE IE=907.80SAN. STUB IE=908.82CURB STOP ELEV.=916.60SAN. WYE STA=1+75.0SAN. WYE IE=908.91SAN. STUB IE=910.37CURB STOP ELEV.=919.15SAN. WYE STA=1+30.0SAN. WYE IE=908.73SAN. STUB IE=910.29CURB STOP ELEV.=918.85SAN. WYE STA=0+85.0SAN. WYE IE=908.55SAN. STUB IE=910.11CURB STOP ELEV.=918.35SAN. WYE STA=0+41.0SAN. WYE IE=908.37SAN. STUB IE=909.82CURB STOP ELEV.=917.61SAN. WYE STA=0+01.5SAN. WYE IE=908.22SAN. STUB IE=909.52CURB STOP ELEV.=917.67SAN. WYE STA=157.5SAN. WYE IE=908.03SAN. STUB IE=909.49CURB STOP ELEV.=917.35SAN.
W
Y
E
S
T
A
=
1
+
2
5
SAN.
W
Y
E I
E
=
9
0
8.
1
9 (
1'
R.)
SAN.
S
T
U
B I
E
=
9
0
9.
5
5
CUR
B
S
T
O
P
E
L
E
V.
=
9
1
9.
6
4
SAN. WYE STA=2+29.5SAN. WYE IE=908.32SAN. STUB IE=910.60CURB STOP ELEV.=917.50SAN. WYE STA=2+34SAN. WYE IE=908.34SAN. STUB IE=910.26CURB STOP ELEV.=917.45SAN. WYE STA=2+36SAN. WYE IE=908.34SAN. STUB IE=909.88CURB STOP ELEV.=917.308" TO 6" REDUCER24" BUTTERFLYVALVESANITARY CLEANOUT13+0014+0015+0016+0017+0018+0019+002
0
+
0
0
2
1
+
0
0
22+00
23+0024+0024+659+5410+0011+00 12+00 13+00
9+85 10+00 11+00 12+00 13+00
0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094521+0022+0023+0024+0025+0025+50161ST STREET NORTH22.5° BEND (1)
STA: 22+74.43 OS:-10.98 L
22.5° BEND (1)
STA: 23+55.22 OS:-9.49 L
GATE VALVE
STA: 24+29.88 OS:-8.34 L
SAN MH 8
STA: 20+25.05 OS: 0.00
RIM: 918.31
IE (NE)=909.18
BUILD: 9.1'243 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 7
STA: 22+69.58 OS: 0.00
RIM: 916.33
IE (SW)=908.21
IE (E)=908.11
BUILD: 8.2'178 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 6
STA: 24+49.86 OS: 0.00
RIM: 915.77
IE (W)=907.40
IE (S)=907.40
IE (N)=907.30
BUILD: 8.5'8" DIP WATER MAINEXISTING GRADEPROPOSED GRADE8X8X6 TEE
STA: 22+32.28 OS:-3.58 L
8X8X8 TEE
STA: 24+39.87 OS:-8.34 L
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.2SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 2BLOCK 3BLOCK 4BLOCK 3BLOCK 3BLOCK 6BLOCK 9BLOCK 9OUTLOTB(224,692 SF)OUTLOTB(224,692 SF)OUTLOTA(83,216 SF)BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOF914.50EOFEOF10'EOF9.52%8.69%7.98%8.92%9.38%10.00%9.47%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%4.05%3.40%4.95%4.48%4.79%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%3.88%8.91%7.40%7.41%7.71%3.76%4.21%4.61%6.7%6.9%6.7%8.8%9.9%10'10'S89°29'46"W 1319.69
N89°40'02"E 1320.77 4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)72" TRUNK SAN MH C72" TRUNK SAN MH D8" DIPWATERMAINHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAIN48" SAN MH 3A48" SAN MH 348" SAN MH 248" SAN MH 148" SAN MH 448" SAN MH 548" SAN MH 648" SAN MH 6A48" SAN MH 748" SAN MH 20SAN. WYE STA=1+83.5SAN. WYE IE=905.11SAN. STUB IE=906.47CURB STOP ELEV.=916.15SAN. WYE STA=1+76.0SAN. WYE IE=905.08 (1'R.)SAN. STUB IE=907.35CURB STOP ELEV.=916.47SAN. WYE STA=1+18.5SAN. WYE IE=904.85 (1'R.)SAN. STUB IE=907.25CURB STOP ELEV.=916.77SAN. WYE STA=0+63SAN. WYE IE=904.63 (3'R.)SAN. STUB IE=908.93CURB STOP ELEV.=917.34SAN. WYE STA=0+32.5SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE IE=905.10SAN. STUB IE=906.40CURB STOP ELEV.=916.94SAN. WYE STA=0+83.0SAN. WYE IE=905.28SAN. STUB IE=906.58CURB STOP ELEV.=916.74SAN. WYE STA=0+73.0SAN. WYE IE=905.92SAN. STUB IE=907.22CURB STOP ELEV.=917.17SAN. WYE STA=1+63.0SAN. WYE IE=906.27SAN. STUB IE=907.57CURB STOP ELEV.=917.61SAN. WYE STA=2+29.0SAN. WYE IE=906.54SAN. STUB IE=907.84CURB STOP ELEV.=917.70SAN. WYE STA=2+73.0SAN. WYE IE=906.71SAN. STUB IE=908.01CURB STOP ELEV.=917.17SAN. WYE STA=1+19.0SAN. WYE IE=906.10SAN. STUB IE=907.40CURB STOP ELEV.=917.52SAN. WYE STA=3+17.0SAN. WYE IE=906.89SAN. STUB IE=908.19CURB STOP ELEV.=917.34SAN. WYE STA=3+61.0SAN. WYE IE=907.06SAN. STUB IE=908.36CURB STOP ELEV.=917.08SAN. WYE STA=0+53.5SAN. WYE IE=907.61SAN. STUB IE=908.91CURB STOP ELEV.=917.00SAN. WYE STA=0+27.5SAN. WYE IE=907.51SAN. STUB IE=908.81CURB STOP ELEV.=916.70SAN. WYE STA=1+25SAN. WYE IE=907.90SAN. STUB IE=909.20CURB STOP ELEV.=917.00SAN. WYE STA=1+52SAN. WYE IE=908.01SAN. STUB IE=909.37CURB STOP ELEV.=916.95SAN. WYE STA=2+01.5SAN. WYE IE=908.21SAN. STUB IE=910.61CURB STOP ELEV.=917.20SAN. WYE STA=2+25.0SAN. WYE IE=908.30SAN. STUB IE=910.77CURB STOP ELEV.=917.30SAN. WYE STA=0+25.5SAN. WYE IE=903.92 (4'R.)SAN. STUB IE=909.22CURB STOP ELEV.=918.22SAN. WYE STA=0+97.0SAN. WYE IE=903.53 (4'R.)SAN. STUB IE=908.97CURB STOP ELEV.=918.36SAN. WYE STA=0+32.0SAN. WYE IE=903.28 (5'R.)SAN. STUB IE=909.80CURB STOP ELEV.=918.45SAN. WYE STA=1+39.5SAN. WYE IE=903.03 (5'R.)SAN. STUB IE=909.39CURB STOP ELEV.=918.16SAN. WYE STA=0+25.5SAN. WYE IE=903.25 (5'R.)SAN. STUB IE=909.41CURB STOP ELEV.=918.34SAN. WYE STA=1+04.0SAN. WYE IE=903.57 (5'R.)SAN. STUB IE=909.81CURB STOP ELEV.=918.85SAN. WYE STA=0+6.0SAN. WYE IE=903.84 (4'R.)SAN. STUB IE=909.14CURB STOP ELEV.=918.45SAN. WYE STA=0+48.0SAN. WYE IE=904.01 (4'R.)SAN. STUB IE=909.31CURB STOP ELEV.=918.14SAN. WYE STA=1+04SAN. WYE IE=904.80 (1'R.)SAN. STUB IE=907.04CURB STOP ELEV.=916.55SAN. WYE STA=0+45.0SAN. WYE IE=905.13SAN. STUB IE=906.43CURB STOP ELEV.=916.20SAN. WYE STA=0+94.0SAN. WYE IE=905.33SAN. STUB IE=906.63CURB STOP ELEV.=916.00SAN. WYE STA=1+34.0SAN. WYE IE=905.49SAN. STUB IE=906.79CURB STOP ELEV.=916.20SAN. WYE STA=0+48.0SAN. WYE IE=905.81SAN. STUB IE=907.11CURB STOP ELEV.=916.45SAN. WYE STA=1+01.0SAN. WYE IE=906.02SAN. STUB IE=907.32CURB STOP ELEV.=916.70SAN. WYE STA=2+27.0SAN. WYE IE=906.53SAN. STUB IE=907.83CURB STOP ELEV.=917.05SAN. WYE STA=1+50.5SAN. WYE IE=906.22SAN. STUB IE=907.52CURB STOP ELEV.=916.95SAN. WYE STA=2+82.5SAN. WYE IE=906.75SAN. STUB IE=908.05CURB STOP ELEV.=917.00SAN. WYE STA=3+30.5SAN. WYE IE=906.94SAN. STUB IE=908.24CURB STOP ELEV.=916.50SAN. WYE STA=3+80.0SAN. WYE IE=907.14SAN. STUB IE=908.44CURB STOP ELEV.=916.40SAN. WYE STA=1+78.0SAN. WYE IE=908.92SAN. STUB IE=910.10CURB STOP ELEV.=919.11SAN. WYE STA=1+22SAN. WYE IE=908.70SAN. STUB IE=909.72CURB STOP ELEV.=918.51SAN. WYE STA=0+50.0SAN. WYE IE=908.41SAN. STUB IE=909.53CURB STOP ELEV.=917.80SAN. WYE STA=1+50.5SAN. WYE IE=908.00SAN. STUB IE=909.17CURB STOP ELEV.=917.40SAN. WYE STA=0+99.5SAN. WYE IE=907.80SAN. STUB IE=908.82CURB STOP ELEV.=916.60SAN. WYE STA=0+01.5SAN. WYE IE=908.22SAN. STUB IE=909.52CURB STOP ELEV.=917.67SAN. WYE STA=157.5SAN. WYE IE=908.03SAN. STUB IE=909.49CURB STOP ELEV.=917.35SAN.
WYE
STA=2+00
.5SAN.
WYE
IE=907
.03
(2
'R
.
)SAN.
STUB
IE=908
.51CURB STOP
ELEV
.=919
.50SAN.
WYE
STA=1+51
.5SAN.
WYE
IE=906
.83
(2
'R
.
)SAN.
STUB
IE=908
.35CURB STOP
ELEV
.=918
.83SAN. WYE STA=2+29.5SAN. WYE IE=908.32SAN. STUB IE=910.60CURB STOP ELEV.=917.50SAN. WYE STA=2+34SAN. WYE IE=908.34SAN. STUB IE=910.26CURB STOP ELEV.=917.45SAN. WYE STA=2+36SAN. WYE IE=908.34SAN. STUB IE=909.88CURB STOP ELEV.=917.308" TO 6" REDUCERSANITARY CLEANOUT22+0023+0024+0024+659+5410+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+8218+0019+0020+0020+36
10+0011+0012+00
13+
0
0
14+
0
0
14+
1
8
0+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+65FINALE COURT NORTH & FINALE AVENUE NORTHPROPOSED GRADESAN MH 6ASTA: 10+02.11 OS: 32.80 LRIM: 916.60IE (N)=908.36BUILD: 8.2'241 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 6STA: 12+34.90 OS: 0.01 LRIM: 915.77IE (W)=907.40IE (S)=907.40IE (N)=907.30BUILD: 8.5'421 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 5
STA: 16+55.24 OS: 0.00
RIM: 915.45
IE (W)=905.62
IE (S)=905.62
IE (N)=905.52
BUILD: 9.9'143 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 4
STA: 17+97.99 OS: 0.21 R
RIM: 915.96
IE (S)=904.95
IE (N)=904.85
BUILD: 11.1'119 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 3
STA: 19+18.84 OS: 6.32 R
RIM: 916.47
IE (S)=904.38
IE (NE)=904.38
IE (NW)=904.28
BUILD: 12.2'190 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 3A
STA: 21+07.75 OS: 5.96 R
RIM: 915.41
IE (SW)=905.14
BUILD: 10.3'8" DIP WATER MAINGATE VALVESTA: 12+53.42 OS:-10.01 L8X8X8 TEESTA: 12+43.24 OS:-10.01 L
8X8X6 TEE
STA: 14+60.02 OS:-10.16 L
GATE VALVE
STA: 16+37.60 OS:-10.00 L
24X24X24 TEE
24" X 8" REDUCER (S)
STA: 16+44.94 OS:-9.99 L
11.25° BEND (1)
STA: 17+99.07 OS:-9.79 L24" DIP WATER MAIN11.25° BEND (1)
STA: 18+97.61 OS:-3.66 L
BUTTERFLY VALVE
STA: 19+57.20 OS:-6.90 L
24X24X8 TEE
STA: 19+08.26 OS:-3.38 L
24X24X6 TEE
STA: 19+91.70 OS:-10.46 L
22.5° BEND (1)
STA: 21+01.27 OS:-5.79 L
24" PLUG
STA: 21+80.59 OS:-10.35 L EXISTING GRADEPHASE 1 LIMITS
STA. 16+20PHASE 1 END ANDCAP WATERMAINSTA.16+00.0PHASE 1 END AND CAPSANITARY SEWERSTA. 16+00.024X24X12 TEE
STA: 21+54.82 OS:-11.28 LPHASE 1 END AND CAPSANITARY SEWERPHASE 1 LIMITS
STA. 21+35CONTINUEWATERMAIN TO24" PLUG8" TO 6" REDUCERSTA: 9+91.03 OS:-48.92 L
PHASE 1 LIMITS
STA. 19+25
BUTTERFLY VALVE
STA: 21+75.58 OS:-10.71 L7.5' MIN.COVER18" MIN.SEPARATION36" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.3SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFWETLAND F15,661 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8BLOCK
3BLOCK
6BLOCK 9BLOCK 9BLOCK
9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64EOFEOFEOFEOF35'EOFEOFEOFEOFEOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%8.69%7.98%8.92%9.38%10.00%9.47%3.19%9.59%8.70%6.05%7.44%7.46%7.23%4.05%3.40%4.95%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%4.47%5.95%7.05%8.91%7.40%7.41%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%5.3%7.1%7.1%6.9%8.8%9.9%EXIST. 42" MET COUNCILSANITARY SEWER
4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICEHYD & GV,TYP.WATER MAIN24" DIPWATER MAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24" DIPWATER MAINW/ 24"BUTTERFLYVALVEEX. 16" DIPWATER MAINEX. 24" DIPWATER MAINHYD & GV,TYP.HYD & GV,TYP.8" DIPWATERMAIN48" SAN MH 348" SAN MH 248" SAN MH 148" SAN MH 448" SAN MH 548" SAN MH 848" SAN MH 3148" SAN MH 3248" SAN MH 3048" SAN MH 2148" SAN MH 20SAN. WYE STA=3+39.0SAN. WYE IE=909.82SAN. STUB IE=911.12CURB STOP ELEV.=919.15SAN. WYE STA=2+95.0SAN. WYE IE=909.65SAN. STUB IE=910.95CURB STOP ELEV.=919.60SAN. WYE STA=2+29.5SAN. WYE IE=909.39SAN. STUB IE=910.69CURB STOP ELEV.=919.51SAN. WYE STA=1+85.5SAN. WYE IE=909.21SAN. STUB IE=910.51CURB STOP ELEV.=919.10SAN. WYE STA=1+62.5SAN. WYE IE=909.12SAN. STUB IE=910.42CURB STOP ELEV.=919.00SAN. WYE STA=1+19.0SAN. WYE IE=908.95SAN. STUB IE=910.25CURB STOP ELEV.=919.10SAN. WYE STA=0+74.5SAN. WYE IE=908.77SAN. STUB IE=910.07CURB STOP ELEV.=919.25SAN. WYE STA=1+44.5SAN. WYE IE=908.27SAN. STUB IE=909.57CURB STOP ELEV.=919.00SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE IE=905.10SAN. STUB IE=906.40CURB STOP ELEV.=916.94SAN. WYE STA=0+83.0SAN. WYE IE=905.28SAN. STUB IE=906.58CURB STOP ELEV.=916.74SAN. WYE STA=0+73.0SAN. WYE IE=905.92SAN. STUB IE=907.22CURB STOP ELEV.=917.17SAN. WYE STA=1+63.0SAN. WYE IE=906.27SAN. STUB IE=907.57CURB STOP ELEV.=917.61SAN. WYE STA=2+29.0SAN. WYE IE=906.54SAN. STUB IE=907.84CURB STOP ELEV.=917.70SAN. WYE STA=2+73.0SAN. WYE IE=906.71SAN. STUB IE=908.01CURB STOP ELEV.=917.17SAN. WYE STA=1+19.0SAN. WYE IE=906.10SAN. STUB IE=907.40CURB STOP ELEV.=917.52SAN. WYE STA=3+17.0SAN. WYE IE=906.89SAN. STUB IE=908.19CURB STOP ELEV.=917.34SAN. WYE STA=3+61.0SAN. WYE IE=907.06SAN. STUB IE=908.36CURB STOP ELEV.=917.08SAN. WYE STA=0+98.5SAN. WYE IE=910.56SAN. STUB IE=911.86CURB STOP ELEV.=919.75SAN. WYE STA=0+48.0SAN. WYE IE=910.36SAN. STUB IE=911.66CURB STOP ELEV.=919.52SAN. WYE STA=0+02.0SAN. WYE IE=910.18SAN. STUB IE=911.48CURB STOP ELEV.=919.15SAN. WYE STA=3+98SAN. WYE IE=910.05SAN. STUB IE=911.82CURB STOP ELEV.=918.75
SAN. WYE STA=0+25.5SAN. WYE IE=903.92 (4'R.)S
A
N
.
S
T
U
B
I
E
=
9
0
9
.
2
2CURB STOP ELEV.=918.22S
A
N
.
W
Y
E
S
T
A
=
0
+
9
7
.
0SAN. WYE IE=903.53 (4'R.)S
A
N
.
S
T
U
B
I
E
=
9
0
8
.
9
7CURB STOP ELEV.=918.36SAN.
WYE
STA=0+32
.0SAN.
WYE
IE=903
.28
(5
'R
.
)SAN.
STUB
IE=909
.80CURB STOP
ELEV
.=918
.45SAN. STUB IE=909.81CURB STOP ELEV.=918.85SAN.
WYE
STA=0+6
.0SAN.
WYE
IE=903
.84
(4
'R
.
)SAN.
STUB
IE=909
.14CURB STOP
ELEV
.=918
.45SAN. WYE STA=1+04SAN. WYE IE=904.80 (1'R.)SAN. STUB IE=907.04CURB STOP ELEV.=916.55SAN. WYE STA=0+45.0SAN. WYE IE=905.13SAN. STUB IE=906.43CURB STOP ELEV.=916.20SAN. WYE STA=0+94.0SAN. WYE IE=905.33SAN. STUB IE=906.63CURB STOP ELEV.=916.00SAN. WYE STA=1+34.0SAN. WYE IE=905.49SAN. STUB IE=906.79CURB STOP ELEV.=916.20SAN. WYE STA=0+48.0SAN. WYE IE=905.81SAN. STUB IE=907.11CURB STOP ELEV.=916.45SAN. WYE STA=1+01.0SAN. WYE IE=906.02SAN. STUB IE=907.32CURB STOP ELEV.=916.70SAN. WYE STA=2+27.0SAN. WYE STA=1+50.5SAN. WYE IE=906.22SAN. STUB IE=907.52CURB STOP ELEV.=916.95SAN. WYE STA=0+56.5SAN. WYE IE=907.92SAN. STUB IE=909.22CURB STOP ELEV.=918.78SAN. WYE STA=1+00.0SAN. WYE IE=908.09SAN. STUB IE=909.39CURB STOP ELEV.=918.88SAN. WYE STA=1+75.0SAN. WYE IE=908.91SAN. STUB IE=910.37CURB STOP ELEV.=919.15SAN. WYE STA=1+30.0SAN. WYE IE=908.73SAN. STUB IE=910.29CURB STOP ELEV.=918.85SAN. WYE STA=0+85.0SAN. WYE IE=908.55SAN. STUB IE=910.11CURB STOP ELEV.=918.35SAN. WYE STA=0+41.0SAN. WYE IE=908.37SAN. STUB IE=909.82CURB STOP ELEV.=917.61SAN. WYE STA=0+01.5SAN. WYE IE=908.22SAN. STUB IE=909.52CURB STOP ELEV.=917.67SAN. WYE STA=157.5SAN. WYE IE=908.03SAN. STUB IE=909.49CURB STOP ELEV.=917.35SAN.
W
Y
E
S
T
A
=
1
+
2
5
SAN.
W
Y
E
I
E
=
9
0
8
.
1
9
(
1
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
5
5
CURB
S
T
O
P
E
L
E
V
.
=
9
1
9
.
6
4
SAN.
W
Y
E
S
T
A
=
0
+
8
1
.
0
SAN.
W
Y
E
I
E
=
9
0
8
.
0
1
(
1
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
2
9
CURB
S
T
O
P
E
L
E
V
.
=
9
1
9
.
4
5
SAN.
W
Y
E
S
T
A
=
0
+
3
7
.
0
SAN.
W
Y
E
I
E
=
9
0
7
.
8
4
(
1
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
1
2
CURB
S
T
O
P
E
L
E
V
.
=
9
1
9
.
2
5
SAN.
W
Y
E
S
T
A
=
0
+
1
8
.
5
SAN.
W
Y
E
I
E
=
9
0
7
.
7
6
(
1
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
0
4
CURB
S
T
O
P
E
L
E
V
.
=
9
1
8
.
7
3
SAN.
W
Y
E
S
T
A
=
3
+
0
9
.
5
SAN.
W
Y
E
I
E
=
9
0
7
.
4
7
(
1
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
8
.
8
1
CURB
S
T
O
P
E
L
E
V
.
=
9
1
9
.
0
7
SAN.
W
Y
E
S
T
A
=
2
+
6
7
.
0
SAN.
W
Y
E
I
E
=
9
0
7
.
2
8
(
2
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
8
.
6
8
CURB
S
T
O
P
E
L
E
V
.
=
9
1
9
.
6
0
SAN.
W
Y
E
S
T
A
=
2
+
0
0
.
5
SAN.
W
Y
E
I
E
=
9
0
7
.
0
3
(
2
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
8
.
5
1
CURB
S
T
O
P
E
L
E
V
.
=
9
1
9
.
5
0
SAN.
W
Y
E
S
T
A
=
1
+
5
1
.
5
SAN.
W
Y
E
I
E
=
9
0
6
.
8
3
(
2
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
8
.
3
5
CURB
S
T
O
P
E
L
E
V
.
=
9
1
8
.
8
3 14+0015+0016+0017+0018+0019+0020+0021+0022+0023+001
4
+
0
0
15+0016+0017+001
8
+
0
0
19+009+8510+00 11+00 12+00
1
3
+
0
0
14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00
11+00
12+0013+0014+00
14+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+21162ND STREET NORTHEXISTING GRADEPROPOSED GRADEBUTTERFLY VALVESTA: 10+07.60 OS:9.97 R45° BEND (1) AND 11.5° BEND (1)STA: 13+92.69 OS:-6.43 L
24X24X6 TEE
STA: 14+37.18 OS:9.42 R
BUTTERFLY VALVE
STA: 14+20.21 OS:5.64 R
24X24X8 TEE
STA: 15+65.27 OS:9.35 R
24" DIP WATER MAIN24X24X6 TEE
STA: 18+66.30 OS:14.77 R
22.5° BEND (1) AND 11.25° BEND (1)
STA: 18+94.02 OS:10.39 R
BUTTERFLY VALVE
STA: 20+03.35 OS:10.50 R169 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 30STA: 13+92.75 OS: 17.92 LRIM: 918.91IE (S)=908.47IE (NE)=908.37BUILD: 10.5'399 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 31STA: 10+00.00 OS: 0.00RIM: 918.03IE (W)=910.17IE (N)=910.07BUILD: 8.0'
SAN MH 21
STA: 15+55.43 OS: 0.00
RIM: 918.29
IE (SW)=907.69
IE (NW)=907.69
IE (NE)=907.59
BUILD: 10.7'337 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 20
STA: 18+93.61 OS: 0.00
RIM: 915.72
IE (SW)=906.23
IE (E)=906.13
BUILD: 9.6'127 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 5
STA: 20+20.66 OS: 0.00
RIM: 915.45
IE (W)=905.62
IE (S)=905.62
IE (N)=905.52
BUILD: 9.9'
24X24X24 TEE24" X 8" REDUCER (E)STA: 9+90.20 OS:10.00 R
24X24X24 TEE
24" X 8" REDUCER (S)
STA: 20+10.67 OS:10.29 R
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.4SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND F15,661 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84EOF10'EOFWETLAND D4 2806 SFEOF3.90%9.40%5.23%8.96%9.42%6.80%6.86%4.47%5.95%7.05%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%6.49%S00°50'53"W 1320.44EXIST. 42" MET COUNCIL SANITARY SEWEREXISTING 310 LF42" RCP MCESINTERCEPTOR@ 0.10%HYD & GV,TYP.BOX, TYP.HYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.48" SAN MH 3048" SAN MH 2148" SAN MH 2248" SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=902.56 (4'R.)SAN. STUB IE=907.96CURB STOP ELEV.=917.66SAN. WYE STA=0+74.5SAN. WYE IE=908.77SAN. WYE STA=1+44.5SAN. WYE IE=908.27SAN. STUB IE=909.57CURB STOP ELEV.=919.00SAN. WYE STA=0+04.0SAN. WYE IE=908.86SAN. STUB IE=910.25CURB STOP ELEV.=919.30SAN. WYE STA=0+49.0SAN. WYE IE=909.05SAN. STUB IE=910.44CURB STOP ELEV.=919.20SAN. WYE STA=0+92.0SAN. WYE IE=909.22SAN. STUB IE=910.61CURB STOP ELEV.=918.90SAN. WYE STA=1+14.0SAN. WYE IE=909.31SAN. STUB IE=910.70CURB STOP ELEV.=919.00SAN. WYE STA=1+39.5SAN. WYE IE=903.03 (5'R.)SAN. WYE STA=1+30.0SAN. WYE IE=902.99 (4'R.)SAN. STUB IE=908.47CURB STOP ELEV.=917.96SAN. WYE STA=1+59SAN. WYE IE=909.49SAN. STUB IE=910.95CURB STOP ELEV.=918.77SAN. WYE STA=1+74.5SAN. WYE IE=909.55SAN. STUB IE=911.07CURB STOP ELEV.=918.97SAN. WYE STA=1+92.0SAN. WYE IE=909.61SAN. STUB IE=910.98CURB STOP ELEV.=919.04SAN. WYE STA=1+88.0SAN. WYE IE=909.60SAN. STUB IE=911.22CURB STOP ELEV.=919.14SAN. WYE STA=0+56.5SAN. WYE IE=907.92SAN. STUB IE=909.22CURB STOP ELEV.=918.78SAN. WYE STA=1+00.0SAN. WYE IE=908.09SAN. STUB IE=909.39CURB STOP ELEV.=918.88SAN. WYE STA=2+28.5SAN. WYE IE=908.60SAN. STUB IE=910.04CURB STOP ELEV.=918.92SAN. WYE IE=908.19 (1'R.)CURB STOP ELEV.=919.64SAN. WYE STA=0+81.0SAN. WYE IE=908.01 (1'R.)SAN. STUB IE=909.29CURB STOP ELEV.=919.45SAN. WYE STA=0+37.0SAN. WYE IE=907.84 (1'R.)SAN. STUB IE=909.12CURB STOP ELEV.=919.25SAN. WYE STA=0+18.5SAN. WYE IE=907.76 (1'R.)SAN. STUB IE=909.04CURB STOP ELEV.=918.73SAN. WYE STA=3+09.5SAN. WYE IE=907.47 (1'R.)SAN. STUB IE=908.81CURB STOP ELEV.=919.07SAN. WYE STA=2+67.0SAN. WYE IE=907.28 (2'R.)SAN. STUB IE=908.68CURB STOP ELEV.=919.60SAN. WYE STA=2+00.5SAN. WYE IE=907.03 (2'R.)SAN. STUB IE=908.51CURB STOP ELEV.=919.508" TO 6" REDUCER14+0015+0016+0017+009+8510+0011+0012+0013+0014+0014+98HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE22.5° BEND (1)STA: 12+66.86 OS:10.30 R
22.5° BEND (1)
STA: 14+18.90 OS:0.32 R
SAN MH 21STA: 10+00.00 OS: 0.14 LRIM: 918.29IE (SW)=907.69IE (NW)=907.69IE (NE)=907.59BUILD: 10.7'267 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 22STA: 12+66.97 OS: 0.00RIM: 918.25IE (N)=908.85IE (SE)=908.75BUILD: 9.5'198 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 23
STA: 14+59.67 OS: 27.41 L
RIM: 918.23
IE (S)=909.63
BUILD: 8.6'
8" TO 6" REDUCER
STA: 14+96.04 OS:1.24 R
24X24X8 TEESTA: 9+90.65 OS:9.70 RBUTTERFLY VALVESTA: 10+06.88 OS:9.99 R8" 8" DIP WATER MAINLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
3BLOCK 6BLOCK 4OUTLOTC(113
,813
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91EOFEOF10'10'3.19%2.99%3.68%3.63%3.97%8.70%6.86%4.05%
3.40%
4.95
%
4.
4
8
%
4
.
7
9%3.69%5.22%3.88%
8.91%
7.40%
7.4
1
%10'10'S89°29'46"W 1319.694" PVC SAN. (TYP)1" PVC WAT. (TYP)72" TRUNK SAN MH C72" TRUNK SAN MH DHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAIN48" SAN MH 3A48" SAN MH 348" SAN MH 248" SAN MH 1SAN. WYE STA=0+22.5SAN. WYE IE=902.56 (4'R.)SAN. STUB IE=907.96CURB STOP ELEV.=917.66SAN. WYE STA=1+83.5SAN. WYE IE=905.11SAN. STUB IE=906.47CURB STOP ELEV.=916.15SAN. WYE STA=1+76.0SAN. WYE IE=905.08 (1'R.)SAN. STUB IE=907.35CURB STOP ELEV.=916.47SAN. WYE STA=1+18.5SAN. WYE IE=904.85 (1'R.)SAN. STUB IE=907.25CURB STOP ELEV.=916.77SAN. WYE STA=0+63SAN. WYE IE=904.63 (3'R.)SAN. STUB IE=908.93CURB STOP ELEV.=917.34SAN. WYE STA=0+32.5SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE IE=905.10SAN. WYE STA=0+25.5
SAN. WYE IE=903.92 (4'R.)
SAN. STUB IE=909.22
CURB STOP ELEV.=918.22
SAN. WYE STA=0+97.0
SAN. WYE IE=903.53 (4'R.)
SAN. STUB IE=908.97
CURB STOP ELEV.=918.36
SAN.
W
Y
E
S
T
A
=
0
+
3
2
.
0
SAN.
W
Y
E
I
E
=
9
0
3
.
2
8
(
5
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
8
0
CUR
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
4
5
S
A
N
.
W
Y
E
S
T
A
=
1
+
3
9
.
5
S
A
N
.
W
Y
E
I
E
=
9
0
3
.
0
3
(
5
'
R
.
)
S
A
N
.
S
T
U
B
I
E
=
9
0
9
.
3
9
C
U
R
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
1
6
S
AN
.
W
Y
E
S
T
A
=
1
+
3
0
.
0
SAN
.
WY
E
I
E
=
9
0
2
.
9
9
(
4
'R
.
)
S
AN
.
S
TU
B
I
E
=
9
0
8
.
4
7CURB
S
TO
P
E
L
E
V
.
=
9
1
7
.
9
6
SAN. WYE STA=0+25.5
SAN. WYE IE=903.25 (5'R.)
SAN. STUB IE=909.41
CURB STOP ELEV.=918.34
SAN. WYE STA=1+04.0
SAN. WYE IE=903.57 (5'R.)
SAN. STUB IE=909.81
CURB STOP ELEV.=918.85
SAN
.
W
Y
E
S
T
A
=
0
+
6
.
0
SAN.
W
Y
E
I
E
=
9
0
3
.
8
4
(
4
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
1
4
CUR
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
4
5
SA
N
.
W
Y
E
S
T
A
=
0
+
4
8
.
0
SA
N
.
W
Y
E
I
E
=
9
0
4
.
0
1
(
4
'
R
.
)
SA
N
.
S
T
U
B
I
E
=
9
0
9
.
3
1
CU
R
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
1
4
SAN. WYE STA=1+04SAN. WYE IE=904.80 (1'R.)SAN. STUB IE=907.04CURB STOP ELEV.=916.55SAN. WYE STA=0+45.0SAN. WYE IE=905.13SAN. STUB IE=906.43CURB STOP ELEV.=916.208" TO 6" REDUCER72" TRUNK SAN MH B18+00
19+
0
0
20
+
0
0
21+00
21+82
10+00
11+00
12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADEGATE VALVE
STA: 13+85.79 OS:10.36 R
11.25° BEND (1)
STA: 12+91.76 OS:9.83 R8" DIP WATER MAIN45° BEND (1) AND 22.5° BEND (1)
STA: 11+48.17 OS:13.46 R
8X8X6 TEE
STA: 10+72.53 OS:-3.56 L
GATE VALVE
STA: 10+19.43 OS:6.54 R145 LF 8" PVC SDR26 SANITARYSEWER @ 0.40%SAN MH 1
STA: 11+48.31 OS: 1.61 R
RIM: 917.30
IE (E)=903.15
IE (N)=903.05
BUILD: 14.3'142 LF 8" PVC SDR26 SANITARYSEWER @ 0.40%SAN MH 2
STA: 12+93.44 OS: 0.05 L
RIM: 917.39
IE (SE)=903.82
IE (W)=903.72
BUILD: 13.7'116 LF 8" PVC SDR26 SANITARYSEWER @ 0.40%SAN MH 3
STA: 14+09.05 OS: 0.43 L
RIM: 916.47
IE (S)=904.38
IE (NE)=904.38
IE (NW)=904.28
BUILD: 12.2'
8" PLUG
STA: 10+00.15 OS:10.21 R
8" VERTICAL45° BEND
STA: 13+93.89 OS:10.28 R
PROPOSED TRUNK MANHOLE C
STA: 10+00.24 OS: 0.01 R
RIM: 917.03
IE (S)=902.47
IE (E)=899.97
IE (W)=899.97
BUILD: 18.2'
24X24X8 TEE
STA: 13+99.51 OS:10.23 R
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.5SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
WETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XBLOCK
1
BL
O
C
K
8
OUTLOTA(83
,216
SF
)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64EOF8.5%8.8%8.80%6.30%6.34%4.90%6.05%
7.44%
7.46%
7.23%
EXIST. 42" MET COUNCIL
SANITARY SEWEREX 8" PVC SANSERVICE24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24" DIPWATER MAINW/ 24"BUTTERFLYVALVEEX. 16" DIPWATER MAINEX. 24" DIP48" SAN MH 3148" SAN MH 32SAN. WYE STA=3+39.0SAN. WYE IE=909.82SAN. STUB IE=911.12CURB STOP ELEV.=919.15SAN. WYE STA=2+95.0SAN. WYE IE=909.65SAN. STUB IE=910.95CURB STOP ELEV.=919.60SAN. WYE STA=2+29.5SAN. WYE IE=909.39SAN. STUB IE=910.69CURB STOP ELEV.=919.51SAN. WYE STA=1+85.5SAN. WYE IE=909.21SAN. STUB IE=910.51CURB STOP ELEV.=919.10SAN. WYE STA=1+62.5SAN. WYE IE=909.12SAN. STUB IE=910.42CURB STOP ELEV.=919.00SAN. WYE STA=1+19.0SAN. WYE IE=908.95SAN. STUB IE=910.25CURB STOP ELEV.=919.10SAN. WYE STA=0+98.5
SAN. WYE IE=910.56
SAN. STUB IE=911.86
CURB STOP ELEV.=919.75
SAN. WYE STA=0+48.0
SAN. WYE IE=910.36
SAN. STUB IE=911.66
CURB STOP ELEV.=919.52
SAN. WYE STA=0+02.0
SAN. WYE IE=910.18
SAN. STUB IE=911.48
CURB STOP ELEV.=919.15
SAN. WYE STA=3+98
SAN. WYE IE=910.05
SAN. STUB IE=911.82
CURB STOP ELEV.=918.75
SAN.
W
Y
E
S
T
A
=
1
+
2
5
SAN.
W
Y
E I
E
=
9
0
8.
1
9 (
1'
R.)
SAN.
S
T
U
B I
E
=
9
0
9.
5
5
CUR
B
S
T
O
P
E
L
E
V.
=
9
1
9.
6
415+0016+0017+0018+0019+009+85 10+00 11+00 12+00 13+000+000+380+00
0+55
0+00 1+00 1+21
0+000+54HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+002+21SOUTH WATER LINE24" 45° BEND (2)
STA: 16+50.15 OS:9.72 R24" DIP WATER MAINCONNECT TO EXISTING 24" DIP WATERMAIN
STA: 0+00.03 OS:0.00 L
EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.EXISTING 24"WATERMAINEXISTING 42"SANITARYSEWERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.6SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
3BLOCK 6BLOCK 5BLOCK 4BLOCK 5OUTLOTC(113,813
SF
)OUTLOTB(224
,692
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91EOFEOF10'10'8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%8.70%6.86%4.05%
3.40%
4.95
%
4.
4
8
%
4
.
7
9%3.69%5.22%3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSS89°29'46"W 1319.69EXIST. 42" MET COUNCIL SANITARY SEWER
4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX MCES MANHOLE #58EX RE=916.37EX. 42" IE (N/S)=898.14EXISTING 179 LF 42"RCP MCESINTERCEPTOR @ 0.10%EXISTING 310 LF42" RCP MCESINTERCEPTOR@ 0.10%EX MCESMANHOLE #57EX RE=919.04EX. 42" IE(N/S)=897.6425' D&U EASEMENTOBTAIN FROMNEIGHBORINGPROPERTY72" TRUNK SAN MH C72" TRUNK SAN MH DINSTALL POLYSTYRENEINSULATION OR METALSHEET OVER PIPECROSSING WHERE LESSTHAN 5.0' SEPARATIONFORM DITCH BOTTOM12" PLUGHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.12" DIPWATER MAIN48" SAN MH 3A48" SAN MH 348" SAN MH 248" SAN MH 148" SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=902.56 (4'R.)SAN. STUB IE=907.96CURB STOP ELEV.=917.66SAN. WYE STA=0+92.0SAN. WYE IE=909.22SAN. STUB IE=910.61CURB STOP ELEV.=918.90SAN. WYE STA=1+14.0SAN. WYE IE=909.31SAN. STUB IE=910.70CURB STOP ELEV.=919.00SAN. WYE STA=1+83.5SAN. WYE IE=905.11SAN. STUB IE=906.47CURB STOP ELEV.=916.15SAN. WYE STA=1+76.0SAN. WYE IE=905.08 (1'R.)SAN. STUB IE=907.35CURB STOP ELEV.=916.47SAN. WYE STA=1+18.5SAN. WYE IE=904.85 (1'R.)SAN. STUB IE=907.25CURB STOP ELEV.=916.77SAN. WYE STA=0+63SAN. WYE IE=904.63 (3'R.)SAN. STUB IE=908.93CURB STOP ELEV.=917.34SAN. WYE STA=0+32.5SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE STA=0+25.5
SAN. WYE IE=903.92 (4'R.)
SAN. STUB IE=909.22
CURB STOP ELEV.=918.22
SAN. WYE STA=0+97.0
SAN. WYE IE=903.53 (4'R.)
SAN. STUB IE=908.97
CURB STOP ELEV.=918.36
SAN.
W
Y
E
S
T
A
=
0
+
3
2
.
0
SAN.
W
Y
E
I
E
=
9
0
3
.
2
8
(
5
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
8
0
CUR
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
4
5
S
A
N
.
W
Y
E
S
T
A
=
1
+
3
9
.
5
S
A
N
.
W
Y
E
I
E
=
9
0
3
.
0
3
(
5
'
R
.
)
S
A
N
.
S
T
U
B
I
E
=
9
0
9
.
3
9
C
U
R
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
1
6
SAN. W
Y
E
S
T
A
=
1
+
3
0
.
0
SAN. WY
E
I
E
=
9
0
2
.
9
9
(
4
'R
.
)
SAN
.
S
TU
B
I
E
=
9
0
8
.
4
7CURB
S
TO
P
E
L
E
V
.
=
9
1
7
.
9
6SAN. WYE STA=1+59SAN. WYE IE=909.49SAN. STUB IE=910.95CURB STOP ELEV.=918.77SAN. WYE STA=1+74.5SAN. WYE IE=909.55SAN. STUB IE=911.07CURB STOP ELEV.=918.97SAN. WYE STA=1+92.0SAN. WYE IE=909.61SAN. STUB IE=910.98CURB STOP ELEV.=919.04SAN. WYE STA=1+88.0SAN. WYE IE=909.60SAN. STUB IE=911.22CURB STOP ELEV.=919.14SAN. WYE STA=0+25.5
SAN. WYE IE=903.25 (5'R.)
SAN. STUB IE=909.41
CURB STOP ELEV.=918.34
SAN. WYE STA=1+04.0
SAN. WYE IE=903.57 (5'R.)
SAN. STUB IE=909.81
CURB STOP ELEV.=918.85
SAN
.
W
Y
E
S
T
A
=
0
+
6
.
0
SAN.
W
Y
E
I
E
=
9
0
3
.
8
4
(
4
'
R
.
)
SAN.
S
T
U
B
I
E
=
9
0
9
.
1
4
CUR
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
4
5
SA
N
.
W
Y
E
S
T
A
=
0
+
4
8
.
0
SA
N
.
W
Y
E
I
E
=
9
0
4
.
0
1
(
4
'
R
.
)
SA
N
.
S
T
U
B
I
E
=
9
0
9
.
3
1
CU
R
B
S
T
O
P
E
L
E
V
.
=
9
1
8
.
1
4
SAN. WYE STA=1+04SAN. WYE IE=904.80 (1'R.)SAN. STUB IE=907.04CURB STOP ELEV.=916.55SAN. WYE STA=0+45.0SAN. WYE IE=905.13SAN. STUB IE=906.43CURB STOP ELEV.=916.208" TO 6" REDUCER72" TRUNK SAN MH APROP MCESMANHOLE72" TRUNK SAN MH B72" TRUNK SAN MH E36" PLUG0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+3618+00
19+
0
0
20
+
0
0
21+00
21+82
14+00 14+98
10+00
11+00
12+0013+0014+0014+180+000+445+730+001+002+003+004+005+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+23144 LF 36" HOBASSN 46 PIPE @0.10%PROPOSED TRUNK MANHOLE D
STA: 8+21.05 OS: 0.00 L
RIM: 914.73
IE (E)=900.32
IE (W)=900.32
BUILD: 15.6'350 LF 36" HOBASSN 46 PIPE @0.10%PROPOSED TRUNK MANHOLE CSTA: 4+71.08 OS: 0.00
RIM: 917.03
IE (S)=902.47
IE (E)=899.97
IE (W)=899.97
BUILD: 18.2'224 LF 36" HOBASSN 46 PIPE @0.10%SANITARY AND WATER NORTH PROPERTY LINE (TRUNK SEWER LINE)12" PLUG
STA: 13+14.52 OS:9.82 R
GATE VALVE
STA: 8+15.59 OS:9.96 R EXISTINGGRADE, TYP.PROPOSED TRUNK MANHOLE ASTA: 0+23.88 OS: 0.00RIM: 916.92IE (E)=899.53IE (SW)=899.53BUILD: 18.6'7.5' MIN.WATER COVER4.25' (SAN)MIN. COVER8" WATERMAIN CROSSINGPROVIDE 18" SEPARATION14 LF 36" HOBASSN 72 PIPE @0.07%PROP MCES MANHOLESTA: 0+10.00 OS: 0.00RIM: 917.02EX IE (N/S)=897.97BUILD: 19.04'WHILE INSTALLING UTILITIES UNDER THE DITCHTHE DITCH SHALL BE BLOCKED WITH TEMPORARYSHEET PILING AND BYPASS PUMP USED FORINSTALLATION WITH OPEN CUT TRENCH. DITCHSHALL BE RESTORED, STABILIZED, AND SHEETPILING REMOVED ONCE COMPLETED.CONTRACTOR SHALL BE REQUIRED TO WATCHTHE WEATHER TO INSTALL DURING DRY PERIOD.CONSTRUCT OVEREXISTING 42"INTERCEPTOR SEEDETAIL SHEET C6.5EXISTING DITCH BOTTOM ELEVATION = 908.14 (29 DATUM) =908.29 (88 DATUM)PROPOSED TOP 36"SANITARY PIPE=903.40PROPOSED TOP 12"WATERMAIN PIPE=900.30PROPOSED TRUNK MANHOLE E
STA: 11+71.05 OS: 0.13 L
RIM: 912.21
IE (E)=900.67
IE (W)=900.67
BUILD: 12.7'
PROPOSED TRUNK MANHOLE BSTA: 2+47.48 OS: 0.00RIM: 916.32IE (E)=899.75IE (W)=899.75BUILD: 17.7'224 LF 36" HOBASSN 46 PIPE @0.10%350 LF 36" HOBASSN 46 PIPE @0.10%INSTALL POLYSTYRENE INSULATIONABOVE SANITARY CROSSING WHERECOVER IS LESS THAN 5.0'24X24X12 TEE
STA: 8+10.80 OS:9.96 R24" WATERMAIN CROSSINGPROVIDE 18" SEPARATION12" DIP WATER MAINIE (NE)=899.52
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.7SAN. SEWER ANDWATER MAIN PLANAND PROFILE11/9/21REV MCES MANHOLE..........Know what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK
1
B
L
O
C
K
2
B
L
O
C
K
3BLOCK 6BLOCK
5BLOCK 4BLOCK
5BLOCK 7BL
O
C
K
8
BLOC
K
3
B
L
O
C
K
3
BLO
C
K
6
B
L
O
C
K
5
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTD(42
,299
SF
)OUTLOTC(113
,813
SF
)OUTLOTE(29
,702
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95
%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.7710+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002
0
+
0
0
2
1
+
0
0
22+00
23+0024+0024+659+5410+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+
0
0
20
+
0
0
21+00 21+82
9+8510+00 11+00 12+00 13+00
14
+
0
0
15+0016+0017+001
8
+
0
0
19+0020+0020+369+8510+0011+0012+0013+00 14+0
0
14+9
8
10+00
11+00
12+0013+0014+0014+180+000+44Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.0OVERALLSTREET AND STORMSEWER PLAN............01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTCATCH BASIN MANHOLEFES AND RIP RAPCITY OF HUGO UTILITY NOTES:1.NONE.RCWD UTILITY NOTES:1.DEVELOPER MUST PROVIDE AN AS-BUILT SURVEY OF THE INVERT ELEVATIONSOF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).1.1.OS 61, FES 60CATCH BASINBUTTERFLY VLAVE MANHOLE
WETLANDWETLAND G16,910 SFWETLAND E67,678 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK
1
B
L
O
C
K
2
BL
O
C
K
8
B
L
O
C
K
9OUTLOTE(29
,702
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOF914.50EOFFUTURETRAIL BYOTHERSEO
F8.5%8.8%8.80%6.30%6.34%4.90%3.58%4.19%3.11%6.00%4.54%4.12%6.05%
7.44%
7.46%
7.23%4.09%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%N89°40'02"E 1320.77PVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CBMH12ACBMH12.2FES80CBMH81CB82CB12BFES110CBMH111CB112CB12.1CB12110+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002
0
+
0
0
2
1
+
0
0
2
2+
00
23+0024+0024+659+5410+0011+00 12+00 13+00
9+85 10+00 11+00 12+00 13+000+000+380+00
1+002+000+00
0+55
0+00
0+77
0
+
0
0
1+00 2+00 2+13
0+00 1+00 1+21
0+000+540+00 0+48HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING GRADEPROPOSED GRADE161ST STREET NORTH-0.71%0.61%1.67%0.93%MATCH EXISTINGCENTERLINE 919.77EXISTING LOW POINT /CATCH BASINS18" STORM SEWER CROSSING90.00 V.C.HP ELEV = 921.82HP STA = 12+56.15VPI STA = 12+50.00VPI ELEV = 922.00K=54.8290.00 V.C.HP ELEV = 918.33HP STA = 20+39.24VPI STA = 20+50.00VPI ELEV = 918.50K=56.50VPI STA = 10+05.00VPI ELEV = 919.67
VPI STA = 18+85.00
VPI ELEV = 917.50
PHASE 1 LIMITS
STA. 20+07
EG:FG:EG:FG:EG:FG:EG:FG:EG: 920.01FG:EG: 918.86FG: 919.90EG: 918.06FG: 920.13EG: 918.13FG: 920.37EG: 918.77FG: 920.60EG: 919.58FG: 920.83EG: 920.61FG: 921.07EG: 921.44FG: 921.30EG: 921.79FG: 921.53EG: 921.96FG: 921.73EG: 921.37FG: 921.82EG: 921.03FG: 921.79EG: 921.07FG: 921.65EG: 921.15FG: 921.47EG: 921.29FG: 921.29EG: 920.53FG: 921.11
EG: 919.89
FG: 920.94
EG: 920.19
FG: 920.76
EG: 920.48
FG: 920.58
EG: 920.19
FG: 920.41
EG: 919.84
FG: 920.23
EG: 919.38
FG: 920.05
EG: 919.71
FG: 919.87
EG: 919.72
FG: 919.70
EG: 919.72
FG: 919.52
EG: 919.65
FG: 919.34
EG: 919.39
FG: 919.17
EG: 918.97
FG: 918.99
EG: 918.88
FG: 918.81
EG: 919.14
FG: 918.63
EG: 919.46
FG: 918.46
EG: 919.62
FG: 918.28
EG: 919.70
FG: 918.10
EG: 919.41
FG: 917.93
EG: 919.13
FG: 917.75
EG: 918.92
FG: 917.57
EG: 918.34
FG: 917.59
EG: 917.45
FG: 917.74
EG: 916.61
FG: 917.89
EG: 915.88
FG: 918.05
EG: 916.28
FG: 918.20
EG: 916.62
FG: 918.31
EG: 916.98
FG: 918.32
EG: 917.00
FG: 918.22
EG: 917.01
FG: 918.01 END PHASE 1STREETCONSTRUCTIONCB92
STA: 18+85.00 OS: 13.55 R
RIM: 917.20
IE (N)=914.20
CBMH91
STA: 18+85.00 OS: 13.55 L
RIM: 917.20
IE (S)=914.10
IE (N)=914.10
SUMP=3.00'Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.1STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1
B
L
O
C
K
2
BLOCK 8
B
L
O
C
K
3
B
L
O
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTE(29
,702
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOF914.50EOF35'35'EOFEO
F8.5%8.8%8.80%6.30%6.34%4.90%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%
7.23%4.09%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSN89°40'02"E 1320.77RIPRAP EOFIE=913.50TYP.4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CBMH12ACBMH12.2FES10FES80CBMH81CB82OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BFES110CBMH111CB11213+0014+0015+0016+0017+0018+0019+002
0
+
0
0
2
1
+
0
0
22+00
23+0024+0024+659+5410+0011+00 12+00 13+00
9+85 10+00 11+00 12+00 13+00
0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094521+0022+0023+0024+0025+0025+50161ST STREET NORTHEXISTING GRADEPROPOSED GRADEVPI STA = 24+09.15
VPI ELEV = 914.96
VPI STA = 24+65.00
VPI ELEV = 915.4790.00 V.C.HP ELEV = 918.33HP STA = 20+39.24VPI STA = 20+50.00VPI ELEV = 918.50K=56.502.00%-2.00%-0.99%EG: 916.28
FG: 918.20
EG: 916.62
FG: 918.31
EG: 916.98
FG: 918.32
EG: 917.00
FG: 918.22
EG: 917.01
FG: 918.01
EG: 917.03
FG: 917.76
EG: 916.78
FG: 917.51
EG: 916.49
FG: 917.27
EG: 916.26
FG: 917.02
EG: 915.85
FG: 916.77
EG: 915.48
FG: 916.53
EG: 915.07
FG: 916.28
EG: 914.75
FG: 916.03
EG: 914.34
FG: 915.79
EG: 913.88
FG: 915.54
EG: 913.44
FG: 915.29
EG: 913.12
FG: 915.05
EG: 913.09
FG: 915.27
EG: 913.21
FG: 915.77
EG:
FG:
EG:
FG:
EG:
FG:
EG:
FG:
CB12B
STA: 24+10.00 OS: 13.55 R
RIM: 914.65
IE (N)=912.01
CB12A
STA: 24+09.15 OS: 13.55 L
RIM: 914.65
IE (S)=911.76
IE (E)=911.76
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.2STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 2BLOCK 3BLOCK 4BLOCK 3BLOCK 3BLOCK 6BLOCK 9BLOCK 9OUTLOTB(224,692 SF)OUTLOTB(224,692 SF)OUTLOTA(83,216 SF)BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOF914.50EOFEOF10'EOF9.52%8.69%7.98%8.92%9.38%10.00%9.47%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%4.05%3.40%4.95%4.48%4.79%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%3.88%8.91%7.40%7.41%7.71%3.76%4.21%4.61%6.7%6.9%6.7%8.8%9.9%10'10'S89°29'46"W 1319.69
N89°40'02"E 1320.77RIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.FES15CBMH14CBMH13CBMH12ACBMH12.2STMH11FES10FES25CBMH24CBMH23CBMH22STMH21FES20CBMH32CBMH33CBMH34OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BCBMH24ACB12.122+0023+0024+0024+659+5410+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+8218+0019+0020+0020+36
10+0011+0012+00
13+
0
0
14+
0
0
14+
1
8
0+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+65FINALE COURT NORTH & FINALE AVENUE NORTHPROPOSED GRADE-1.60%0.82%-0.54%0.65%-0.78%0.61%1.60%-0.63%VPI STA = 9+54.00VPI ELEV = 916.76VPI STA = 10+95.00VPI ELEV = 915.98
VPI STA = 16+90.00
VPI ELEV = 915.26
VPI STA = 12+60.00VPI ELEV = 915.58VPI STA = 10+00.00VPI ELEV = 917.50
VPI STA = 21+65.00
VPI ELEV = 915.1790.00 V.C.HP ELEV = 916.25HP STA = 11+51.18VPI STA = 11+50.00VPI ELEV = 916.43K=56.4490.00 V.C.HP ELEV = 916.51HP STA = 14+37.63VPI STA = 14+35.00VPI ELEV = 916.64K=78.3390.00 V.C.HP ELEV = 916.60HP STA = 19+18.53VPI STA = 19+18.00VPI ELEV = 916.74K=70.18VPC STA = 11+05.00VPC ELEV = 916.06
VPC STA = 13+90.00
VPC ELEV = 916.37
VPC STA = 18+73.00
VPC ELEV = 916.45
VPT STA = 11+95.00VPT ELEV = 916.08
VPT STA = 14+80.00
VPT ELEV = 916.40
VPT STA = 19+63.00
VPT ELEV = 916.45160 LF 15" RCP @0.55%EXISTING GRADEPHASE 1 LIMITS
STA. 16+20PHASE 1 END ANDCAP WATERMAINSTA.16+00.0PHASE 1 END AND CAPSANITARY SEWERSTA. 16+00.0PHASE 1 END AND CAPSANITARY SEWERPHASE 1 LIMITS
STA. 21+35CONTINUEWATERMAIN TO24" PLUGEG:FG:EG:FG:EG:FG:EG: 913.99FG: 917.10EG: 913.47FG: 917.50EG: 913.12FG: 917.10EG: 912.62FG: 916.70EG: 912.14FG: 916.30EG: 912.14FG: 916.02EG: 912.33FG: 916.19EG: 912.38FG: 916.25EG: 912.43FG: 916.20EG: 912.69FG: 916.04EG: 913.03FG: 915.85EG: 913.56FG: 915.65EG: 914.16FG: 915.67EG: 914.44FG: 915.82EG: 914.61FG: 915.97EG: 914.51FG: 916.12EG: 914.35
FG: 916.28
EG: 914.30
FG: 916.42
EG: 914.23
FG: 916.50
EG: 914.18
FG: 916.50
EG: 912.22
FG: 916.42
EG: 914.17
FG: 916.29
EG: 914.45
FG: 916.15
EG: 914.84
FG: 916.02
EG: 915.13
FG: 915.88
EG: 915.30
FG: 915.75
EG: 915.36
FG: 915.61
EG: 915.19
FG: 915.48
EG: 915.78
FG: 915.34
EG: 916.84
FG: 915.33
EG: 917.51
FG: 915.49
EG: 917.43
FG: 915.65
EG: 917.26
FG: 915.81
EG: 917.11
FG: 915.97
EG: 916.96
FG: 916.14
EG: 916.81
FG: 916.30
EG: 916.71
FG: 916.46
EG: 916.38
FG: 916.57
EG: 915.71
FG: 916.59
EG: 915.02
FG: 916.53
EG: 914.50
FG: 916.38
EG: 914.18
FG: 916.22
EG: 913.86
FG: 916.06
EG: 914.02
FG: 915.90
EG: 914.22
FG: 915.75
EG: 914.29
FG: 915.59
EG: 914.56
FG: 915.43
EG: 914.80
FG: 915.27
EG: 914.53
FG:
EG:
FG:
EG:
FG:
EG:
FG:
EG:
FG:
PHASE 1 LIMITS
STA. 19+25
CBMH 14STA: 10+95.00 OS: 13.55 LRIM: 915.69IE (SW)=912.92CB12.1STA: 12+60.00 OS: 13.55 RRIM: 915.28IE (S)=911.58
CBMH22
STA: 16+90.00 OS: 13.54 R
RIM: 914.97
IE (W)=911.00
IE (SE)=911.00
CBMH33
STA: 21+44.81 OS: 14.26 L
RIM: 915.01
IE (W)=911.37
IE (E)=911.37
CBMH32
STA: 21+45.25 OS: 12.83 R
RIM: 915.01
IE (W)=911.23
IE (E)=911.23
SUMP=3.00'
CBMH23
STA: 16+90.24 OS: 13.54 L
RIM: 914.97
IE (SW)=911.09
IE (E)=911.09
CBMH 13STA: 10+95.00 OS: 13.54 RRIM: 915.69IE (W)=912.42IE (N)=912.42 CBMH12.2STA: 2+07.25 OS: 0.01 RRIM: 915.32IE (S)=911.55IE (W)=911.55IE (N)=911.55IE (E)=911.55SUMP=3.00'6 LF 15" RCP @0.50%36" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.3STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFWETLAND F15,661 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8BLOCK
3BLOCK
6BLOCK 9BLOCK 9BLOCK
9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64EOFEOFEOFEOF35'EOFEOFEOFEOFEOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%8.69%7.98%8.92%9.38%10.00%9.47%3.19%9.59%8.70%6.05%7.44%7.46%7.23%4.05%3.40%4.95%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%4.47%5.95%7.05%8.91%7.40%7.41%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%5.3%7.1%7.1%6.9%8.8%9.9%PVC DRAIN TILE,4" PERFORATEDPVC DRAIN TILE,4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)CBMH12AFES80CBMH81CB82CB73CBMH72CBMH71FES70FES60FES25CBMH24CBMH23CBMH22STMH21FES20FES110CBMH111CB112CBMH24A14+0015+0016+0017+0018+0019+0020+0021+0022+0023+001
4
+
0
0
15+0016+0017+001
8
+
0
0
19+009+8510+00 11+00 12+00
1
3
+
0
0
14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00
11+00
12+0013+0014+00
14+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+21162ND STREET NORTHEXISTING GRADEPROPOSED GRADE-0.53%0.55%-0.61%0.54%-2.00%-1.00%2.00%-1.26%2.00%2.00%-2.00%VPI STA = 9+85.75VPI ELEV = 917.74VPI STA = 12+25.00VPI ELEV = 917.97
VPI STA = 15+30.00
VPI ELEV = 918.15
VPI STA = 10+14.25VPI ELEV = 917.74VPI STA = 10+37.75VPI ELEV = 917.51
VPI STA = 19+80.00
VPI ELEV = 914.63
VPI STA = 20+20.66
VPI ELEV = 915.45
VPI STA = 10+00.00VPI ELEV = 918.03
VPI STA = 20+34.91
VPI ELEV = 915.1690.00 V.C.HP ELEV = 918.47HP STA = 11+21.23VPI STA = 10+95.00VPI ELEV = 918.66K=35.5790.00 V.C.HP ELEV = 918.81HP STA = 13+97.89VPI STA = 14+00.00VPI ELEV = 918.94K=77.3790.00 V.C.HP ELEV = 918.63HP STA = 16+32.07VPI STA = 16+50.00VPI ELEV = 918.80K=49.85VPC STA = 10+50.00VPC ELEV = 917.75VPC STA = 13+55.00VPC ELEV = 918.69
VPC STA = 16+05.00
VPC ELEV = 918.56
VPT STA = 11+40.00VPT ELEV = 918.42
VPT STA = 14+45.00
VPT ELEV = 918.67
VPT STA = 16+95.00
VPT ELEV = 918.23
EG:FG:EG:FG:EG:FG:EG:FG:EG: 919.58FG: 918.03EG: 919.07FG: 917.64EG: 918.32FG: 917.75EG: 917.44FG: 918.17EG: 917.40FG: 918.40EG: 917.24FG: 918.47EG: 917.32FG: 918.37EG: 917.35FG: 918.23EG: 917.36FG: 918.10EG: 917.36FG: 917.97EG: 917.18FG: 918.11EG: 916.75FG: 918.25EG: 915.97FG: 918.39EG: 915.62FG: 918.52EG: 915.53FG: 918.66
EG: 915.91
FG: 918.78
EG: 915.83
FG: 918.81
EG: 915.97
FG: 918.76
EG: 916.25
FG: 918.64
EG: 916.51
FG: 918.48
EG: 916.36
FG: 918.33
EG: 915.96
FG: 918.18
EG: 915.61
FG: 918.26
EG: 914.79
FG: 918.39
EG: 914.65
FG: 918.53
EG: 914.49
FG: 918.62
EG: 914.79
FG: 918.60
EG: 914.78
FG: 918.44
EG: 915.10
FG: 918.17
EG: 915.77
FG: 917.85
EG: 916.05
FG: 917.54
EG: 916.12
FG: 917.22
EG: 916.00
FG: 916.91
EG: 915.72
FG: 916.59
EG: 915.32
FG: 916.27
EG: 914.29
FG: 915.96
EG: 914.65
FG: 915.64
EG: 914.86
FG: 915.33
EG: 915.03
FG: 915.01
EG: 915.30
FG: 914.70
EG: 915.60
FG: 915.03
EG: 915.05
FG: 915.36
EG:
FG:
EG:
FG:
EG:
FG:
EG:
FG:
CB82STA: 12+25.00 OS: 13.54 LRIM: 917.67IE (E)=914.67CBMH81STA: 12+25.00 OS: 13.54 RRIM: 917.67IE (W)=914.54IE (E)=914.54SUMP=3.00'
CB73
STA: 15+30.00 OS: 13.55 R
RIM: 917.85
IE (N)=914.85
CB 112STA: 10+37.75 OS: 13.55 LRIM: 917.21IE (E)=914.50CB 111STA: 10+37.75 OS: 13.55 RRIM: 917.21IE (W)=914.42IE (NE)=914.42SUMP=3.00'
CBMH24
STA: 19+80.00 OS: 13.55 L
RIM: 914.34
IE (S)=911.19
IE (W)=911.19
IE (NE)=911.19
CB24A
STA: 19+80.00 OS: 13.55 R
RIM: 914.34
IE (N)=911.35
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.4STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND F15,661 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84EOF10'EOFWETLAND D4 2806 SFEOF3.90%9.40%5.23%8.96%9.42%6.80%6.86%4.47%5.95%7.05%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%6.49%S00°50'53"W 1320.444" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB5214+0015+0016+0017+009+8510+0011+0012+0013+0014+0014+98HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE0.57%-0.66%1.74%2.00%-2.00%-1.74%VPI STA = 9+85.00VPI ELEV = 917.99VPI STA = 13+70.00VPI ELEV = 917.57
VPI STA = 14+47.00
VPI ELEV = 918.91
VPI STA = 10+00.00VPI ELEV = 918.29VPI STA = 10+35.00VPI ELEV = 917.59
VPI STA = 14+93.00
VPI ELEV = 918.1190.00 V.C.HP ELEV = 918.47HP STA = 12+10.30VPI STA = 12+13.73VPI ELEV = 918.61K=72.90VPC STA = 11+68.73VPC ELEV = 918.35VPT STA = 12+58.73VPT ELEV = 918.3112" STORM SEWER CROSSINGEG:FG:EG:FG:EG:FG:EG:FG:EG: 915.57FG: 918.29EG: 915.10FG: 917.79EG: 914.97FG: 917.67EG: 914.98FG: 917.82EG: 915.24FG: 917.96EG: 915.40FG: 918.10EG: 915.40FG: 918.24EG: 914.78FG: 918.38EG: 915.41FG: 918.46EG: 915.54FG: 918.46EG: 915.72FG: 918.36EG: 916.42FG: 918.20EG: 916.87FG: 918.03EG: 916.91FG: 917.87EG: 916.59FG: 917.70EG: 916.26FG: 917.66EG: 915.85
FG: 918.09
EG: 915.81
FG: 918.53
EG: 915.74
FG: 918.86
EG: 915.70
FG: 918.42
EG:
FG:
EG:
FG:
EG:
FG:
CBMH72STA: 10+35.00 OS: 13.55 LRIM: 917.29IE (S)=914.23IE (NE)=914.23CBMH71STA: 10+35.00 OS: 13.54 RRIM: 917.29IE (SW)=914.09IE (NE)=914.09SUMP=3.00'CB52STA: 13+70.00 OS: 13.54 LRIM: 917.28IE (E)=914.28CBMH51
STA: 13+69.79 OS: 13.54 R
RIM: 917.28
IE (W)=914.14
IE (E)=914.14
SUMP=3.00'LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
3BLOCK 6BLOCK 4OUTLOTC(113
,813
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91EOFEOF10'10'3.19%2.99%3.68%3.63%3.97%8.70%6.86%4.05%
3.40%
4.95
%
4.
4
8
%
4
.
7
9%3.69%5.22%3.88%
8.91%
7.40%
7.4
1
%10'10'S89°29'46"W 1319.69CBMH32CBMH33CBMH34CB3518+00
19+
0
0
20
+
0
0
21+00
21+82
10+00
11+00
12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADE-7.80%-1.96%0.66%-0.66%2.00%-2.00%VPI STA = 10+00.00
VPI ELEV = 917.20
VPI STA = 10+10.00
VPI ELEV = 916.42
VPI STA = 13+64.47
VPI ELEV = 916.92
VPI STA = 13+88.47
VPI ELEV = 916.45VPI STA = 14+03.47
VPI ELEV = 916.75
VPI STA = 14+18.47
VPI ELEV = 916.4590.00 V.C.HP ELEV = 917.70HP STA = 12+25.21VPI STA = 12+25.24VPI ELEV = 917.85K=67.85VPC STA = 11+80.24
VPC ELEV = 917.55
VPT STA = 12+70.24
VPT ELEV = 917.55
EG:
FG:
EG:
FG:
EG:
FG:
EG:
FG:
EG: 917.03
FG: 917.20
EG: 917.35
FG: 916.52
EG: 917.46
FG: 916.69
EG: 917.56
FG: 916.85
EG: 917.66
FG: 917.02
EG: 917.30
FG: 917.18
EG: 916.95
FG: 917.35
EG: 916.85
FG: 917.51
EG: 916.59
FG: 917.65
EG: 916.22
FG: 917.70
EG: 915.90
FG: 917.65
EG: 915.69
FG: 917.52
EG: 915.52
FG: 917.35
EG: 915.49
FG: 917.18
EG: 915.73
FG: 917.02
EG: 915.97
FG: 916.72
EG: 915.91
FG: 916.68
EG:
FG:
EG:
FG:
EG:
FG:
EG:
FG:EG:
FG:
CB35
STA: 10+10.24 OS: 13.55 R
RIM: 916.12
IE (E)=913.12
CBMH34
STA: 10+10.24 OS: 13.54 L
RIM: 916.12
IE (W)=912.98
IE (E)=912.98
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.5STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
2
BLOCK 8
B
L
O
C
K
3
BLOCK 9
B
L
O
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTE(29,702 SF)OUTLOTOUTLOT1"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00EOFEOFEOFEOF35'35'EOFEOFEOF EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%7.23%3.85%3.79%4.09%2.64%6.00%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSRIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CBMH12ACBMH12.2STMH11FES10FES80CBMH81CB82CB73OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BFES110CBMH111CB112CB12.116+0017+0018+0019+0020+00 21+00
22+0023+0024+0024+659+5410+0011+00 12+00 13+00 14+00
9+85 10+00 11+00 12+00 13+00 14+000+000+380+00
1+002+002+590+00 0+550+00 0+77
0
+
0
0
1+00 2+00 2+13
1+00 1+21
0+000+440+000+54HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+55CB92 -FES90CB92
STA: 0+00.00 OS: 0.00
RIM: 917.20
IE (N)=914.2028 LF 15" RCP @0.37%29 LF 18" RCP @0.39%FES 90IE=913.99INSTALLRIP RAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.CBMH91
STA: 0+27.09 OS: 0.00
RIM: 917.20
IE (S)=914.10
IE (N)=914.10
SUMP=3.00'8" WATERMAIN CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+77FES100(2) - FES101(2)77 LF 18" RCP (2)@ 0.40%FES 100 (2)IE=914.70FES 101 (2)IE=915.00EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.8" WATERMAIN CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+5527 LF 15" RCP @0.26%CBMH112 - FES11028 LF 12" RCP @0.30%CB 112STA: 0+00.00 OS: 0.00RIM: 917.21IE (E)=914.50CB 111STA: 0+26.83 OS: 1.52 R
RIM: 917.21
IE (W)=914.42
IE (NE)=914.42
FES 110IE=914.35INSTALL RIPRAPHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+38CB82STA: 0+00.00 OS: 0.00 RRIM: 917.67IE (E)=914.6728 LF 12" RCP @0.48%CBMH81STA: 0+27.09 OS: 0.00RIM: 917.67IE (W)=914.54IE (E)=914.54SUMP=3.00'11 LF 12" RCP @0.47%CB82 - FES8028 LF 12" RCP @0.48%11 LF 12" RCP @0.47%FES 80IE=914.49INSTALL RIPRAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.24" WATERMAIN CROSSING8" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.6STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND D23774 SFLIMITS OFCONSTRUCTIONB
L
O
C
K
3
OUTLOTB(224
,692
SF
)OUTLOTEOFEOF35'35'9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%3.85%3.79%4.09%3.76%4.21%4.61%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSRIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.FES15CBMH14CBMH13CBMH12ACBMH12.2STMH11FES10OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BCB12.124+0024+659+5410+0011+00 12+00 13+00 14+000+00
1+002+002+590+00 1+00 2+00 2+13
0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+00FES15 - CB12.122 LF 12" RCP @0.38%CBMH 14STA: 0+21.16 OS: 0.00 RRIM: 915.69IE (E)=912.52IE (SW)=912.9228 LF 15" RCP @0.37%CBMH 13STA: 0+48.25 OS: 0.00 RRIM: 915.69IE (W)=912.42IE (N)=912.42FES 15IE=913.00EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.8" WATERMAIN CROSSING8" SAN. SEWER CROSSING160 LF 15" RCP @0.55%CB12.1STA: 2+13.25 OS: 0.01 RRIM: 915.28IE (S)=911.586 LF 15" RCP @0.50%CBMH12.2STA: 2+07.25 OS: 0.01 RRIM: 915.32IE (S)=911.55IE (W)=911.55IE (N)=911.55IE (E)=911.55SUMP=3.00'HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+44EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.37 LF 18" RCP @0.51%FES 1 IE=908.81DO NOT INSTALL FESOR RIPRAP IN CREEKCHANNEL, FIELDADJUST IF NECESSARYOCS2 - FES1OCS2 (SEE DETAIL)
STA: 0+07.27 OS: 0.00
RIM: 913.50
IE (SE)=909.00880885890895900905910915920925 930935940945950955HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+002+99CB12B - FES10EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 10IE=910.58INSTALLRIP RAP8" WATERMAIN CROSSING8" SAN. SEWER CROSSINGCB12B
STA: 0+00.00 OS: 0.00
RIM: 914.65
IE (N)=912.0128 LF 15" RCP @0.92%CB12A
STA: 0+27.11 OS: 0.00
RIM: 914.65
IE (S)=911.76
IE (E)=911.76
55 LF 15" RCP @0.38%STMH11
STA: 1+51.38 OS: 0.00
RIM: 914.89
IE (W)=911.17
IE (E)=911.1770 LF 21" RCP @0.55%103 LF 21" RCP @0.57%CBMH12.2
STA: 0+81.67 OS: 0.00
RIM: 915.32
IE (S)=911.55
IE (W)=911.55
IE (N)=911.55
IE (E)=911.55
SUMP=3.00'Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.7STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFB
L
O
C
K
3BLOCK 6BLOC
K
3
BLOCK 6 (113,813 SF)OUTLOTB(224
,692
SF
)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOF10.00%9.47%3.19%2.99%3.68%9.59%8.70%4.05%
3.40%4.95%4.48%4.79%3.69%3.78%5.22%3.44%2.94%2.98%3.88%
8.91%
7.40%
7.4
1
%8.22%7.71%CBMH71FES70FES25CBMH24CBMH23CBMH22STMH21FES20CBMH24A15+00 16+00 17+00 18+00
19+
0
0
20
+
0
016+0017+0018+00
19+0020+0020+3612+0013+0014+0014+180+00 0+270+001+002+003+003+76HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+004+57146 LF 15" RCP @2.27%CBMH24
STA: 1+46.40 OS: 0.00
RIM: 914.34
IE (S)=911.19
IE (W)=911.19
IE (NE)=911.1935 LF 18" RCP @0.29%CBMH23
STA: 1+80.98 OS: 0.00
RIM: 914.97
IE (SW)=911.09
IE (E)=911.0928 LF 21" RCP @0.33%CBMH22
STA: 2+08.08 OS: 0.00
RIM: 914.97
IE (W)=911.00
IE (SE)=911.0022 LF 24" RCP @0.32%STMH21
STA: 2+30.06 OS: 0.00
RIM: 915.68
IE (NW)=910.93
IE (E)=910.93
SUMP=3.00'147 LF 24" RCP @0.30%FES25 - FES20FES 25IE=914.50FES 20IE=910.49INSTALLRIP RAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.24" WATERMAIN CROSSING8" SAN. SEWER CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+27CB24A - CBMH24CB24ASTA: 0+00.00 OS: 0.00RIM: 914.34IE (N)=911.3528 LF 12" RCP @0.59%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.24 WATERMAIN CROSSING8" SAN. SEWER CROSSINGCBMH24STA: 0+27.09 OS: 0.00RIM: 914.34IE (S)=911.19IE (W)=911.19IE (NE)=911.19
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.8STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND A63,337 SFWETLANDWETLANDWETLAND F15,661 SFLIMITS OFCONSTRUCTIONBLOCK 6BLOCK 7BLOCK 5
B
L
O
C
K
9 OUTLOTD(42,299
SF
)OUTLOTC(113
,813
SF
)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84EOFWE
T
L
A
N
D
D
4
2
8
0
6
S
F
EOF9.40%5.23%8.96%9.42%6.80%4.47%5.95%7.05%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%S00°50'53"W 1320.44
4" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB52FES2514
+
0
0
15+0016+0017+001
8
+
0
09+8510+0011+0012+0013+00
14+0
0
0+00
0+950+000+800+000+440+000+000+24FES62 - FES63HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+2424 LF 15" RCP @1.91%FES 62IE=915.72FES 63IE=916.17EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+95CB73 - FES70CB73
STA: 0+00.00 OS: 0.00
RIM: 917.85
IE (N)=914.8551 LF 12" RCP @1.24%CBMH72
STA: 0+50.01 OS: 0.00
RIM: 917.29
IE (S)=914.23
IE (NE)=914.2328 LF 15" RCP @0.52%CBMH71
STA: 0+77.10 OS: 0.00
RIM: 917.29
IE (SW)=914.09
IE (NE)=914.09
SUMP=3.00'18 LF 15" RCP @0.50%FES 70IE=914.00INSTALL RIPRAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.8" WATERMAIN CROSSING8" SAN. SEWER CROSSING24" WATERMAIN CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+80FES61 - FES6080 LF 15" RCP @0.49%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 60IE=914.11FES 61IE=914.508" WATERMAIN CROSSING8" SAN. SEWER CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+44CB52 - FES50CB52STA: 0+00.00 OS: 0.00RIM: 917.28IE (E)=914.2828 LF 12" RCP @0.52%CBMH51STA: 0+27.09 OS: 0.00RIM: 917.28IE (W)=914.14IE (E)=914.14SUMP=3.00'17 LF 12" RCP @0.84%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 50IE=914.00INSTALL RIPRAP8" WATERMAIN CROSSING8" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.9STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
WETLAND H1555 SF(DITCHED)LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
3BLOCK 6BLOCK 4OUTLOTC(113,813 SF)OUTLOTB(224
,692
SF
)EOFEOF10'10'3.19%2.99%3.68%3.63%3.97%6.86%4.05%3.40%4.95%4.48%4.79%5.22%3.88%8.91%7.40%7.41%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSS89°29'46"W 1319.69FES30STMH31CBMH32CBMH33CBMH34CB354+005+006+007+008+009+0010+0011+0012+0019+00 20+00 21+00 21+8210+0011+0012+0013+0014+0014+185+730+001+002+003+004+005+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+005+006+006+61CB35 - FES30CB35STA: 0+00.00 OS: 0.00RIM: 916.12IE (E)=913.1228 LF 12" RCP @0.52%CBMH34STA: 0+27.09 OS: 0.00RIM: 916.12IE (W)=912.98IE (E)=912.98323 LF 12" RCP @ 0.50%CBMH33STA: 3+50.04 OS: 0.00RIM: 915.01IE (W)=911.37IE (E)=911.3728 LF 15" RCP @0.52%CBMH32
STA: 3+77.13 OS: 0.00
RIM: 915.01
IE (W)=911.23
IE (E)=911.23
SUMP=3.00'172 LF 18" RCP @ 0.30%STMH31
STA: 5+48.79 OS: 0.00
RIM: 915.00
IE (W)=910.72
IE (SE)=910.72
15 LF 18" RCP @0.34%FES 30IE=910.67INSTALL RIPRAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.24" WATERMAIN CROSSING8" WATERMAIN CROSSING8" SAN. SEWER CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8858908959009059109159209259309359409459509559609658858908959009059109159209259309359409459509559609650+001+001+50CB21
STA: 0+47.60 OS: 0.00
RIM: 919.15
IE (S)=916.7048 LF 12"CONCRETE PIPE@ 1.01%EXISTING CB
STA: 0+00.00 OS: 0.00
RIM: 919.19
IE (N)=916.22
EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.CB121 - EXISTING CBIE(W)=916.02
WETLANDLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONFUTURETRAIL BYOTHERSCB1211
0
+
0
0
11+0012+0013+0014+000+000+48Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.10STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.0CIVIL DETAILS............15' B-B15'B-B
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.1CIVIL DETAILS............PIPE BEDDING - RCP & DIPN T S1PIPE BEDDING - PVCN T S2
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.2CIVIL DETAILS............1OUTLET CONTROL STRUCTUREN T SHOT-DIPPED GALVANIZEDGRATE IN TWO SECTIONSMINIMUM6 CUBIC YARDSCLASS-3 RIP-RAPPROVIDE 4-1/2" SSANCHOR BOLTSWITH CLIPS1/8"x1"-2" O.C.1/8" BARS-3" O.C.OUTLETPIPEMONOLITHIC BOTTOMCL-5 AGGREGATEAS DIRECTEDBY ENGINEERCONCRETE SECTIONPRECAST REINFORCEDASTM C-478 NOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL ENGINEERAPPROVES SHOP DRAWINGS.2. CONTRACTOR IS RESPONSIBLE FOR CLEANING PONDOUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE.3. PLACE GEOTEXTILE BLANKET UNDER ALL RIPRAP."W" *WALL CONSTRUCTION SHALLBE CLASS II PRECAST PIPE,MNDOT STANDARD PLATENO. 3000L6"W60"O.D.48"I.D.* MNDOT STANDARD PLATE NO. 3000L*** MNDOT STANDARD PLATE NO. 4011E"O.D.""I.D."ALL DOGHOUSES SHALLBE GROUTED ON INSIDEAND OUTSIDE. ALLGROUTING SHALL BE WITHNON-SHRINKING CEMENT.18" ORIFICEINV.=909.00INV.=909.00WEIR WALLINV NOTCH / NWL=911.50INV TOPWEIR WALL913.50INV.=913.50INV 914.00INV. STRUCTURE=909.00TOP 18" ORIFICE = 910.50RIPRAP OUTLET / OVERFLOWN T SEARTH DIKE10:1 SIDESLOPES ONDITCH SIDESECTION A-AISOMETRIC VIEW3 FT MIN.TOP WIDTHL = 8 FT.2 FT MIN.VARIESWEIR CRESTINSTALL ENKAMAT PER MANUF. SPECIFICATIONSEARTH BERMEARTH DIKEFLOWFLOWF
LOW
SEE GRADIGN PLAN FORBASIN DEPTHGROUND LINE /BASIN BOTTOMENKAMAT OR APPROVEDALTERNATEREINFORCED TURF MATTINGEXTEND ENKAMAT PER RCWDDIRECTION. NEED TO PREVENTEROSION WITHOUTREMOVING VOLUME FROM DITCH2NOTE: DO NOT INSTALL OUTLET PIPE, FES ORRIPRAP WITHIN CREEK CHANNEL BOTTOM, FIELDADJUST IF NEEDED. VERIFY LOCATION WITHENGINEER IN THE FIELD PRIOR TO INSTALLATION
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.3CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.4CIVIL DETAILS8/2/21PAD REVISION..........BUILDING PAD - VILLA - SLAB ON GRADE PADN T S15'70' PAD ON 50' WIDE LOTS OR 60' PAD ON 44' WIDE LOTS5' OVERSIZING (TYP.)5' OVERSIZING (TYP.)10'BUILDING LINE
BUILDING LINE
1:1 SLOPECOMPACTED STRUCTURAL BACKFILLCONTRACTOR TO EXCAVATE SOIL MATERIAL AS REQUIRED BY SOILS ENGINEER.TOP OF STABLE SUBSOIL (PER SOILS ENGINEER)(PER SOILS ENGINEER)BACK OF CURBGARAGE FLOOR ELEV.PER PLANVARIESGRADE ELEVATION =GARAGE FLOOR ELEVATION6" BELOW TOP OF BLOCKPER ELEVATION ON PLAN0.5' TOPSOILTOPSOIL / GRADING GRADEFINISHED GRADEFINISHED GRADE10"HOLD DOWNGARAGE FLOOR ELEV.NOTE:1.THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOTLINE TO SIDELOTLINE)2.THE SOIL CORRECTION SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOTLINE TO SIDE LOTLINE)15'BCROW/PROP LINEFRONT SETBACKSIDEWALK/TRAIL0.5'MIN
TOPSOIL / GRADING GRADE10'D&U EASEMENTSUBGRADE5% SLOPE1:1 SLOPE3:1 MAX1S4.2%TYPICAL LOT INFORMATION:GF=GARAGE FLOOR (ATFRONT OF GARAGE)RP=REAR PAD GRADE(GROUND GRADE ATREAR OF BUILDINGPAD)TYP. LOT DIMENSIOND & U EASEMENTBUILDING SETBACK
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.5CIVIL DETAILS7/21/21MCES DETAIL REVISION..........
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK
1
B
L
O
C
K
2
B
L
O
C
K
3BLOCK 6BLOCK
5BLOCK 4BLOCK
5BLOCK 7BL
O
C
K
8
BLOC
K
3
B
L
O
C
K
3
BLO
C
K
6
B
L
O
C
K
5
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTD(42
,299
SF
)OUTLOTC(113
,813
SF
)OUTLOTE(29
,702
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95
%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77TREESQTYCOMMON / BOTANICAL NAMECONT20Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM2.5" Cal. B&B49Autumn Blaze Maple / Acer x freemanii `Jeffsred` TM2.5" Cal. B&B46Imperial Honey Locust / Gleditsia triacanthos inermis `Impcole` TM2.5" Cal. B&B5Burr Oak / Quercus macrocarpa2.5" Cal. B&B17Regal Prince Oak / Quercus x warei `Long` TM2.5" Cal. B&B29American Sentry Linden / Tilia americana `McKSentry` TM2.5" Cal. B&B28Harvest Gold Linden / Tilia cordata x mongolica `Harvest Gold`2.5" Cal. B&B34Cathedral Elm / Ulmus x `Cathedral`2.5" Cal. B&BPLANT SCHEDULECivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONL1.0OVERALLLANDSCAPE PLAN............01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - UPLAND BUFFERBWSR MIX DRY SHORT URBAN BUFFER GENERALSEED TYPE 2 - WET MEADOWBWSR MIX 34-181 EMERGENT WETLANDPROPOSED CANOPY TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTINGSIZESPLUG PLANTING AREAS (200 PLUGS PER AREA)SAGO PONDWEED, COONTAIL, NARROWLEAF PONDWEED)LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH(MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OFSHREDDED HARDWOOD MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTEREDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCHSHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OFNURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCEPERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTSSHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLANSHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPEARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULLGROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYERTOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTILACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPECONTRACTOR'S ACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATEDFROM LANDSCAPE CONTRACTOR'S ACTIVITIES.SHREDDED HARDWOOD MULCH (UNDER TREES)THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT1LEGENDUPLAND - WETLAND SHRUB TRANSITION AREA (TYP.)12 GRAY DOGWOOD ON UPLAND SIDE12 BLACK WILLOW ON WETLAND SIDE
WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XBLOCK 1
B
L
O
C
K
2
BLOCK 8
B
L
O
C
K
3
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTE(29
,702
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83,216
SF
)EOFEOFEOFEOF914.50EOF35'35'EOFEOFEOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%7.23%2.77%3.49%3.85%3.79%4.09%7.05%2.64%6.00%6.37%6.36%4.75%6.21%8.22%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSEED TYPE2 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1(TYP.)SEED TYPE 1(TYP.)(TYP.)SEED TYPE 1 (TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 1(TYP.)SEED TYPE 1(TYP.)SEED TYPE 2 (TYP.)12 - GRAY DOGWOOD POT UPLAND SIDE12 - BLACK WILLOW POT WETLAND SIDE12 - GRAY DOGWOOD POT UPLAND SIDE12 - BLACK WILLOW POT WETLAND SIDESB-1SB-2SB-5SB-6SB-7SB-3SB-4S00°50'53"W 1320.44
N89°40'02"E 1320.77Wire FenceWater TowerEdge of WoodsGravel DriveEdge of WaterWETLAND XWire FenceWater TowerGravel DriveCB121REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLC01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDLANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTERINSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED HARDWOOD MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTER EDGE OFSAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN AMINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE ANDDISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANTMATERIAL FOR DURATION OF ACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECTTHROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THECONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIALCOMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL ANDSOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'SACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.LAWN - SOD, SALT TOLLERANTPLUG PLANTING AREAS (200 PLUGS PER AREA)SAGO PONDWEED, COONTAIL, NARROWLEAF PONDWEED)SHREDDED HARDWOOD MULCH (UNDER TREES)UPLAND - WETLAND SHRUB TRANSITION AREA (TYP.)12 GRAY DOGWOOD ON UPLAND SIDE12 BLACK WILLOW ON WETLAND SIDESEED TYPE 1 - UPLAND BUFFERBWSR MIX DRY SHORT URBAN BUFFER GENERALSEED TYPE 2 - WET MEADOWBWSR MIX 34-181 EMERGENT WETLAND
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB
L
O
C
K
3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOC
K
3
BLO
C
K
6
BLOCK 5
B
L
O
C
K
9
BLO
C
K
9 OUTLOTD(42,299 SF)OUTLOTC(113
,813
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)EOFEOFEOFEOF35'10'10'EOFWETLAND D4 2806 SF
EOF8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%4.05%
3.40%
4.95
%
4.4
8
%4.79%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSEED TYPE 2 (TYP.)SEED TYPE 1(TYP.)SEED TYPE 1(TYP.)SEED TYPE 1(TYP.)SEED TYPE 1(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 2(TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1SEED TYPE 1 (TYP.)SEED TYPE 1(TYP.)SEED TYPE 1 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 1(TYP.)12 - GRAY DOGWOOD POT UPLAND SIDE12 - BLACK WILLOW POT WETLAND SIDE12 - GRAY DOGWOOD POT UPLAND SIDE12 - BLACK WILLOW POT WETLAND SIDE12 - GRAY DOGWOOD POT UPLAND SIDE12 - BLACK WILLOW POT WETLAND SIDESB-7SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981
S89°29'46"W 1319.69S00°50'53"W 1320.44 Edge of WaterEdge of WaterREVISION SUMMARYDATEDESCRIPTIONL1.2LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLC01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDLAWN - SOD, SALT TOLLERANTPLUG PLANTING AREAS (200 PLUGS PER AREA)SAGO PONDWEED, COONTAIL, NARROWLEAF PONDWEED)SHREDDED HARDWOOD MULCH (UNDER TREES)UPLAND - WETLAND SHRUB TRANSITION AREA (TYP.)12 GRAY DOGWOOD ON UPLAND SIDE12 BLACK WILLOW ON WETLAND SIDESEED TYPE 1 - UPLAND BUFFERBWSR MIX DRY SHORT URBAN BUFFER GENERALSEED TYPE 2 - WET MEADOWBWSR MIX 34-181 EMERGENT WETLAND
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 8DITCH 7WETLAND 421247 SFWETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND X35'35'35'10'10'WE
T
L
A
N
D
D
4
2
8
0
6
S
F
10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[13] Electrical Transmission
Easement per Doc. No. 185981
[15] Encroachment onto Sanitary Sewer
Easements per Doc. No. 3170523 and
[17] Sewer Easement per Doc. No. 287225
[14] Public Utility Easement
per Doc. No. 3172032
S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceWire FenceDitchEdge of WaterEdge of WaterEdge of Water159TH ST N(A Public R/W)(Width Varies)PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 80'-0"80'-0"40'-0"N1. SHOULD DEWATERING BE REQUIRED, A DEWATERING PLAN MUST BE SUBMITTEDAND APPROVED BY THE CITY, PRIOR TO INITIATING ANY DEWATERING ACTIVITIES.2. CONTRACTOR MUST AMEND THE PLANS TO INCLUDE LOCATIONS OF POTENTIALPOLLUTANT GENERATING ACTIVITIES.CITY OF HUGO EROSION CONTROL NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIREAN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOROBTAINING ANY EROSION CONTROL PERMITS REQUIRED BYTHE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.
WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK
1
B
L
O
C
K
2
B
L
O
C
K
3BLOCK 6BLOCK
5BLOCK 4BLOCK
5BLOCK 7BL
O
C
K
8
BLOC
K
3
B
L
O
C
K
3
BLO
C
K
6
B
L
O
C
K
5
B
L
O
C
K
9
B
L
O
C
K
9
BLO
C
K
9
OUTLOTB(224
,692
SF
)OUTLOTD(42
,299
SF
)OUTLOTC(113
,813
SF
)OUTLOTE(29
,702
SF
)OUTLOTB(224
,692
SF
)OUTLOTB(224
,692
SF
)OUTLOTC(113
,813
SF
)OUTLOTA(83
,216
SF
)OUTLOTA(83
,216
SF
)EOFEOFEOFEOFEOFEOF914.50EOFEOFEOF35'35'35'10'10'EOFEOFWE
T
L
A
N
D
D
4
2
8
0
6
S
F
LOW FLOOR=918.50LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70EOFEO
F
EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95
%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[13] Electrical Transmission
Easement per Doc. No. 185981
[15] Encroachment onto Sanitary Sewer
Easements per Doc. No. 3170523 and
[17] Sewer Easement per Doc. No. 287225
[14] Public Utility Easement
per Doc. No. 3172032
S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceEdge of WaterEdge of WaterEdge of WaterPERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPINLETPROTECTIONAT CATCHBASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPLACE EROSIONCONTROL BLANKETON ALL SLOPES 3:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PLACE EROSIONCONTROL BLANKETON ALL SLOPES 3:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 80'-0"80'-0"40'-0"N1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIREAN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOROBTAINING ANY EROSION CONTROL PERMITS REQUIRED BYTHE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.CONTRACTOR TO INSTALL EROSION CONTROL BLANKET ON ALLSLOPES 4:1 AND STEEPER.1. SHOULD DEWATERING BE REQUIRED, A DEWATERING PLAN MUST BE SUBMITTEDAND APPROVED BY THE CITY, PRIOR TO INITIATING ANY DEWATERING ACTIVITIES.2. CONTRACTOR MUST AMEND THE PLANS TO INCLUDE LOCATIONS OF POTENTIALPOLLUTANT GENERATING ACTIVITIES.CITY OF HUGO EROSION CONTROL NOTES:
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S2FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.3FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
24"
24"
MIN.
6"6"SEDIMENT FENCEN T S1
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE CITY ISRESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS SINGLE FAMILY SUBDIVISION CREATING +/- 87 NEW LOTS. SITE AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE SOIL CONDITIONS DO NOT ALLOW FOR INFILTRATION. WET BASINS AREPROPOSED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THATTHIS SITE IS APPROPRIATE FOR INFILTRATION, BUT DOES NOT APPLY.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO HARDWOOD CREEK AND IS IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S303(D) IMPAIRED WATERS LIST. HARDWOOD CREEK IS IMPAIRED FOR DISSOLVED OXYGEN AND FISH BIOASSESSMENT INDICATORS. BECAUSETHESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE AREAS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHOIMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLYWITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1,2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FORADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSIONPREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILTFENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPPCAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS ANDMAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OFTHE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTIONAND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THESWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THEREQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BYTHE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OFCONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OFTHE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TOFURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATEAND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERINGPRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELYTO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THESITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILESWITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETESTOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE ANDCONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENTAREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATESEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROLPRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TOELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKINGON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITEOR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECTSITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATETREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THEDISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THESURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENTACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTHOF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHEREON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONSWARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDESSITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH ANDDESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHEROBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROMCONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUTOPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHEDAND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THEHOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TOALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUMDEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEEDGERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.Golden Valley Land Company6001 Glenwood AvenueGolden Valley, MN 55422CONTACT: Peter Knaeblepeterknaeble@gmail.com612-309-9215
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS............ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: THE MEADOWS AT HUGOPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: HUGO, MNCITY OR TOWNSHIP: HUGOSTATE: MNZIP CODE: 55038LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.18255 N, -92.99819 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: HUGOALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WASHINGTONALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 26.5PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 00.0POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 10.7TOTAL NEW AREA OF IMPERVIOUS SURFACE: 10.7RECEIVING WATERSWATER BODY IDNAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)RCWD JD3 BRANCH 3COUNTY DITCHWETLAND A/D1WETLAND D2WETLAND D4/FDITCHNNDATES OF CONSTRUCTIONCONSTRUCTION START DATE: SUMMER 2021ESTIMATED COMPLETION DATE: FALL 2023GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): SINGLE FAMILY SUBDIVISION, INCLUDING ROADS, UTILITIES, GRADING, PONDING.DESCRIBE SOIL TYPES FOUND AT THE PROJECT: CLAYSITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLN/AIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.WET SEDIMENTATION BASINCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME DUE TO CLAY SOILS.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.IF USED, TEMPORARY DRAINAGE DITCHES WILL BE STABILIZED WITH EROSION BLANKET AND HAY BALES / CHECK DAMS.8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASNOT APPLICABLESEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE, AND AROUND WETLANDS AND DISCHARGE POINTS.2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL HYDROSEED WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT STORMWATER AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF ABUFFER IS INFEASIBLE:SILT FENCE WILL BE INSTALLED ALONG WETLANDS AND CREEK8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILEOF A SPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENTPRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHATOTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FORAREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING INTHE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLANDTO A STORMWATER POND)? YESIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.SUMPS HAVE BEEN PROVIDED UPSTREAM OF THE DISCHARGE POINTS.INSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according toMinn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXTOWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOL75BLUFFTON LOAMMAP UNIT NAME113WEBSTER LOAM123DUNDAS FINE SANDY LOAM544CATHRO MUCKWETLAND EWETLAND GWETLAND HWETLAND XTYPE 2/3/TYPE 1 DITCHTYPE 1 DITCHTYPE 1 DITCH/TYPE 2TYPE 2TYPE 2TYPE 1 DITCHTYPE 2N/AN/AN/AN/AN/AN/AN/ANNNNNNNNNNNNNN
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS............ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: THE MEADOWS AT HUGOFACILITY ADDRESS: HUGO, MNPERMIT NUMBER:CITY: HUGOSTATE: MNZIP CODE: 55038INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1.SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4.ARE THERE BMP'S FOR ONSITE STOCKPILES?5.ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6.DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1.PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2.PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3.50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5.VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6.ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7.ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8.ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9.DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2.ANY DITCH EROSION OBSERVED?3.PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4.ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1.ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2.HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3.DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4.ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5.IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1.IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9.IS ANY DEWATERING OCCURRING ON SITE?9.1.IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10.IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12.IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1.IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13.IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1.IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14.ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1.DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16.PROPOSED AMENDMENTS TO THE SWPPP:17.POTENTIAL AREAS OF FUTURE CONCERN:18.ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2.ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).
LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTION8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
7.44%
7.46%
7.23%
4.05%
3.40%
4.95
%
4.4
8
%
4
.
7
9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
3.88%
8.91%
7.40%
7.4
1
%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%FLOODPLAIN FILL AREA A1ELEV=913.09 (913.24-0.15 FOR NAVD 88 CONVERSION)EX VOL BELOW 913.09 = 53 CYPROP VOL BETWEEN 911.5-913.09 = 111.7 CYEXISTING AND PROPOSED VOLUMESFROM SAME HATCH AREAFLOODPLAIN FILL AREA A2ELEV=913.09 (913.24-0.15 FOR NAVD 88 CONVERSION)EX VOL BELOW 913.09 = 1737 CYPROP VOL BETWEEN 911.5-913.09 = 1837 CYEXISTING AND PROPOSED VOLUMESFROM SAME HATCH AREAFLOODPLAIN FILL AREA A3ELEV=913.09 (913.24-0.15 FOR NAVD 88 CONVERSION)EX VOL BELOW 913.09 = 54 CYPROP VOL BETWEEN 911.5-913.09 = 108 CYEXISTING AND PROPOSED VOLUMESFROM SAME HATCH AREASB-1SB-2SB-5SB-6SB-7SB-3SB-8SB-9SB-10SB-11SB-12SB-4S89°29'46"W 1319.69S00°50'53"W 1320.44
N89°40'02"E 1320.77N00°47'52"E 1324.35
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
Hugo, MN
11460 Robinson Dr. NW, Minneapolis, MN 55433
Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONF1.0FLOODPLAIN EXHIBIT............01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallR
Agenda Number: G.13
CITY OF HUGO
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Max Gort, Associate Planner
SUBJECT: Brandon and Sarah Hagstrom – Encroachment agreement to allow a fence
within a drainage and utility easement on property located at 5889 131st Street
North.
DATE: August 10th, 2022 for the City Council meeting of August 15th, 2022
ZONING: Planned Unit Development (PUD)
LAND USE: Low Density Residential (LD)
60-DAY REVIEW DEADLINE: October 7, 2022
1.DESCRIPTION OF REQUEST:
The applicant has requested an encroachment agreement to allow construction of a fence within a
drainage and utility easement on property located at 5889 131st Street North. The Senior
Engineering Technician has reviewed the location of the fence and is comfortable with the
request.
2.CONCLUSION/RECOMMENDATION:
Staff has reviewed the request and recommends that the City Council approve the encroachment
agreement for the property located at 5889 131st Street North.
ATTACHMENTS:
1.Location Map
2.Encroachment Agreement Resolution
3.Encroachment Agreement
4.Survey
131st Street North
131st Court NorthEncroachment Agreement 5757 135th Street N orth
Location Map
Hugo, MN
Site
Right of Way
Roads
Hugo Border
Parcel Boundary Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Hagstrom Encroachment Agreement.mxdSite
RESOLUTION 2022-XX
APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW
CONSTRUCTION OF A FENCE AND CONCRETE WITHIN A DRAINAGE
AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 5889 131st
STREET NORTH
WHEREAS, an application has been filed by Brandon and Sarah Hagstrom that requests
approval of an encroachment agreement to allow construction of a fence within a drainage
and utility easement on the property located at 5889 131st Street North, legally described
as follows;
Block 7, Lot 14, Adelaide Landing, Washington County, Minnesota
WHEREAS, the City Council has fully considered the request for the encroachment
agreement.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE
CITY OF HUGO, MINNESOTA, that it should and hereby does approve the encroachment
agreement on property located at 5889 131st Street North.
ADOPTED by the City Council this 15th day of August, 2022.
________________________________________
Tom Weidt, Mayor
ATTEST:
_________________________________
Michele Lindau, City Clerk
ENCROACHMENT AGREEMENT
THIS AGREEMENT is made this 15th day of August, 2022 by and between the CITY OF
HUGO, a Minnesota municipality (hereinafter “City”) and, Brandon and Sarah Hagstrom
(hereinafter “Owners”), and their successors in title.
WHEREAS, the City has an easement for drainage and utility purposes (the “Easement”)
along the westerly, southerly, and easterly portion of the Owner’s property, which is legally
described as:
Lot 14, Block 7, ADELAIDE LANDING, Washington County, Minnesota; and,
WHEREAS, Owner is desirous of constructing a fence and concrete partially within the
easement area; and,
WHERAS, the City will permit the placement of a fence and concrete 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. Owner and their successors in title may install and maintain a fence and concrete
within the Easement, and the fence and concrete shall be constructed in accordance with the plans on
file with the City of Hugo.
2. No plantings, trees, permanent improvements or structures other than the fence and
concrete may be maintained or placed in the easement area.
3. Owner shall maintain the fence and concrete 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 Owner if it requires removal or relocation of the fence and/or
concrete or any part of it. Thereafter, Owner shall remove the fence and/or concrete according to the
direction of the City and if Owner fails to do so, the City may enter upon the land and remove as
much of the fence and/or concrete as required and cast it upon the adjoining lands. In such an event,
the City shall not be liable to Owner for any costs, loss or damage whatsoever, and may assess the
property for all of its costs incurred in removing the fence and/or concrete, and Owner waive 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, Owner agrees 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 fence and/or concrete, regardless of whether such harm is to
Owner, the City, the employees or officers, guests or invitees of either or any other person or entity,
except 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 fence and
concrete within the specified portion of the easement area of the City’s Easement. Owner 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. 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 , 2022.
CITY OF HUGO
By By
Tom Weidt, Mayor Michele Lindau, City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2022, before me, a Notary Public, personally
appeared TOM WEIDT and MICHELE LINDAU, 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
Brandon Hagstrom, Owner
_____________________________________
Sarah Hagstrom, Owner
STATE OF MINNESOTA )
) ss. (Individual Notary)
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2022, before me, a Notary Public, personally
appeared Brandon and Sarah Hagstrom, a married couple, who signed the foregoing instrument and
acknowledged said instrument to be his free act and deed.
__________________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
David K. Snyder
Johnson & Turner, P.A.
56 East Broadway Avenue, Suite 206
Forest Lake, MN 55025
(651) 464-7292
Agenda Number: G.14
CITY OF HUGO
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Max Gort, Associate Planner
SUBJECT: Jon and Michelle Domning – Encroachment agreement to allow a fence within a
drainage and utility easement on property located at 5757 135th St N.
DATE: August 10th, 2022 for the City Council meeting of August 15th, 2022
ZONING: Planned Unit Development (PUD)
LAND USE: Low Density Residential (LD)
60-DAY REVIEW DEADLINE: October 7, 2022
1.DESCRIPTION OF REQUEST:
The applicant has requested an encroachment agreement to allow construction of a fence within a
drainage and utility easement on property located at 5757 135th St N. The Senior Engineering
Technician has reviewed the location of the fence and is comfortable with the request.
2.CONCLUSION/RECOMMENDATION:
Staff has reviewed the request and recommends that the City Council approve the encroachment
agreement for the property located at 5757 135th St N.
ATTACHMENTS:
1.Location Map
2.Encroachment Agreement Resolution
3.Encroachment Agreement
4.Survey
13 5 t h S tr e e t No rt hFondant Trail NorthEncroachment Agreement 5757 135th Street N orth
Location Map
Hugo, MN
Site
Right of Way
Roads
Hugo Border
Parcel Boundary Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Domning Encroachment Agreement.mxdSite
RESOLUTION 2022-XX
APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW
CONSTRUCTION OF A FENCE AND CONCRETE WITHIN A DRAINAGE
AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 5757 135th
STREET NORTH
WHEREAS, an application has been filed by Jon and Michelle Domning that requests
approval of an encroachment agreement to allow construction of a fence within a drainage
and utility easement on the property located at 5757 135th Street North, legally described
as follows;
Lot 1, Block 6, Adelaide Landing 5th Condition, Washington County, Minnesota
WHEREAS, the City Council has fully considered the request for the encroachment
agreement.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE
CITY OF HUGO, MINNESOTA, that it should and hereby does approve the encroachment
agreement on property located at 5757 135th Street North.
ADOPTED by the City Council this 15th day of August, 2022.
________________________________________
Tom Weidt, Mayor
ATTEST:
_________________________________
Michele Lindau, City Clerk
ENCROACHMENT AGREEMENT
THIS AGREEMENT is made this 15th day of August, 2022 by and between the CITY OF
HUGO, a Minnesota municipality (hereinafter “City”) and, Jon and Michelle Domning (hereinafter
“Owners”), and their successors in title.
WHEREAS, the City has an easement for drainage and utility purposes (the “Easement”)
along the westerly, southerly, and easterly portion of the Owner’s property, which is legally
described as:
Lot 1, Block 6, ADELAIDE LANDING 5TH ADDITION, Washington County, Minnesota; and,
WHEREAS, Owner is desirous of constructing a fence and concrete partially within the
easement area; and,
WHERAS, the City will permit the placement of a fence and concrete 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. Owner and their successors in title may install and maintain a fence and concrete
within the Easement, and the fence and concrete shall be constructed in accordance with the plans on
file with the City of Hugo.
2. No plantings, trees, permanent improvements or structures other than the fence and
concrete may be maintained or placed in the easement area.
3. Owner shall maintain the fence and concrete 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 Owner if it requires removal or relocation of the fence and/or
concrete or any part of it. Thereafter, Owner shall remove the fence and/or concrete according to the
direction of the City and if Owner fails to do so, the City may enter upon the land and remove as
much of the fence and/or concrete as required and cast it upon the adjoining lands. In such an event,
the City shall not be liable to Owner for any costs, loss or damage whatsoever, and may assess the
property for all of its costs incurred in removing the fence and/or concrete, and Owner waive 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, Owner agrees 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 fence and/or concrete, regardless of whether such harm is to
Owner, the City, the employees or officers, guests or invitees of either or any other person or entity,
except 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 fence and
concrete within the specified portion of the easement area of the City’s Easement. Owner 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. 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 , 2022.
CITY OF HUGO
By By
Tom Weidt, Mayor Michele Lindau, City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2022, before me, a Notary Public, personally
appeared TOM WEIDT and MICHELE LINDAU, 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
Jon Domning, Owner
_____________________________________
Michelle Domning, Owner
STATE OF MINNESOTA )
) ss. (Individual Notary)
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2022, before me, a Notary Public, personally
appeared Jon and Michelle Domning, a married couple, who signed the foregoing instrument and
acknowledged said instrument to be his free act and deed.
__________________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
David K. Snyder
Johnson & Turner, P.A.
56 East Broadway Avenue, Suite 206
Forest Lake, MN 55025
(651) 464-7292
CITY OF HUGO
CITY COUNCIL AGENDA REPORT
TO: Bryan Bear, City Administrator
FROM: Scott Anderson, Public Works Director
SUBJECT: Change Order #3
Hugo Public Works Facility
Ebert Construction
DATE: For the City Council Meeting of August 15, 2022
BACKGROUND
Please find the attached change order #3 from Ebert Construction for the City of Hugo
Public Works Facility project in the amount of $1,776.32. It is expected that this will be
the final change order for the project and once the project punch list is complete, Ebert
will be submitting an application for final payment. Until then, the City continues to hold
5% of the project total cost as a retainage. The total retainage currently being held is
$480,531.08.
DESIRED ACTION
Staff recommends the City Council approve change order #3 in the amount of
$1,776.32 to Ebert Construction for the construction of the City of Hugo Public Works
facility.
CITY OF HUGO
PARKS COMMISSION REPORT
TO: Bryan Bear, City Administrator
FROM: Shayla Denaway, Parks Planner
SUBJECT: Construction Payment Request #12
Lions Park Pavilion
Schreiber Mullaney Construction
DATE: August 11, 2022 for the City Council meeting of August 15, 2022
1. BACKGROUND:
Please find the enclosed application for payment for the City of Hugo Lions Park
Pavilion in the amount of $11,895.19. The quantities completed to date have been
reviewed and agreed upon by the architect, contractor and city staff.
This is the seventh payment request and the amount indicated above reflects the work
certified through July 25, 2022. A 5% retainage is applied and the total retainage being
held for the project to date $155,197.93.
2. RECOMMENDATION:
Staff recommends the City Council approve payment request #12 in the amount of
$11,895.19 to Schreiber Mullaney Construction.
C:\Users\michele.lindau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\7QEGL1JX\LTR- Declare Cost to Assess-Prep Assessment Role 08152022.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM August 15, 2022
Honorable Mayor and Council Members
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: 121st Street North and Acres of Bald Eagle Utility and Street Improvements
Declaration of Costs to be Assessed and
Set Date of Hearing on Proposed Assessment
WSB Project No. 018363-000
Honorable Mayor and Council:
On September 21, 2021, the Council had accepted bids and awarded a contract for construction
of the 121st Street and Acres of Bald Eagle Utility and Street Improvements between Everton
Avenue and Falcon Avenue. The project construction is nearly complete and staff requests
Council authorization to declare the costs to be assessed.
The project improvements include extension of sanitary sewer and water services to serve the
Acres of Bald Eagle development, including storm sewer and street construction. The developer
is responsible for the costs associated with the Acres of Bald Eagle, which includes surface and
drainage improvements of 121st Street. The development costs are not considered as part of this
assessment but are paid by the developer under separate agreement.
Existing properties along 121st Street North and Falcon Avenue North are responsible for costs
associated with extension of sanitary sewer services and water services to the individual lots as
provided in the feasibility report. The estimated amount to be assessed to these twelve (12)
benefitting properties is $113,315.64, including construction and indirect costs.
Staff recommends Council approve Resolution declaring the cost to be assessed, and ordering
preparation of the proposed assessment roll in accordance with MS 429.
Upon Council approval of the resolution declaring costs to be assessed, staff requests Council
authorization to set the date for the hearing on proposed assessment on September 19, 2022.
Staff recommends Council approve Resolution for hearing on proposed assessment for the 121st
Street North and Acres of Bald Eagle Utility and Street Improvements, in accordance with MS
429.
If you have any questions or items you wish to discuss, you can contact me at 651-286-8463.
Sincerely,
WSB & Associates, Inc.
Mark Erichson, PE
City Engineer
Name
Date
Page 2
C:\Users\michele.lindau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\7QEGL1
JX\LTR- Declare Cost to Assess-Prep Assessment Role 08152022.docx
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
S:\Office_SHARED\Resolutions\2022 Resolutions\2022- 121st DeclareCost to be assessed.doc
RESOLUTION NO. 2022 –
A RESOLUTION DECLARING THE COST TO BE ASSESSED AND ORDERING
PREPARATION OF PROPOSED ASSESSMENT ROLL
FOR THE 121st STREET AND ACRES OF BALD EAGLE
UTILITY AND STREET IMPROVEMENTS
CITY OF HUGO, WASHINGTON COUNTY, MN
WHEREAS estimated costs have been calculated for the 121st Street and Acres of Bald Eagle
Utility and Street Improvements consisting of sanitary sewer services and watermain services to
benefitting properties along 121st Street North from Everton Avenue North to Falcon Avenue
North. Costs associated with the Acres of Bald Eagle are the responsibility of the developer and
identified by separate agreement. The estimated cost for such improvements is $113,315.64.
That portion of the project that is assessable is the sanitary sewer and watermain service
improvements with estimated costs is $113,315.64; and
NOW, THEREFORE, IT BE RESOLVED, by the City Council of the City of Hugo,
Minnesota, as follows:
1. The portion of the cost of the roadway improvement is hereby declared to be $113,315.64;
and the portion of the cost to be assessed against benefited property owners is declared to
be $113,315.64.
2. Assessments shall be payable in equal annual installments extending over a period of 10
years, the first of the installments to be payable on or before the first Monday in January
2023 and shall bear interest at the rate of 4.25 percent per annum from the date of the
adoption of the assessment resolution.
3. The city clerk, with the assistance of the city engineer, shall forthwith calculate the proper
amount to be specially assessed for such improvement against every assessable lot, piece or
parcel of land within the district affected, without regard to cash valuation, as provided by
law, and he shall file a copy of such proposed assessment in his office for public inspection.
4. The clerk shall upon the completion of such proposed assessment, notify the council
thereof.
Council members voting AYE:
Council members voting NAY:
Whereupon said resolution was declared passed and adopted this 15th day of August, 2022.
________________________
Tom Weidt, Mayor
ATTEST:
___________________________________
Michele Lindau, City Clerk
C:\Users\michele.lindau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\7QEGL1JX\RSLTN-Set Assessment Hearing.doc
RESOLUTION NO. 2022 –
A RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT
FOR THE 121st STREET AND ACRES OF BALD EAGLE
UTILITY AND STREET IMPROVEMENTS
CITY OF HUGO, WASHINGTON COUNTY, MN
WHEREAS by a resolution passed by the council on August 15, 2022, the City Clerk, with the
assistance of the City consulting engineer, was directed to prepare a proposed assessment of the cost of
121st Street North and Acres of Bald Eagle Utility and Street Improvements, improving 121st Street
North between Everton Avenue North and Falcon Avenue, and
WHEREAS, the clerk has notified the council that such proposed assessment has been completed and
filed in her office for public inspection,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO,
MINNESOTA:
1. A hearing shall be held at 7:00 P.M. on September 19, 2022 in the city hall located at 14669
Fitzgerald Avenue North, Hugo, MN 55038, to pass upon such proposed assessment. All persons
owning property affected by such improvement will be given an opportunity to be heard with reference
to such assessment.
2. The city clerk is hereby directed to cause a notice of the hearing on the proposed assessment to
be published once in the official newspaper at least two weeks prior to the hearing, and she shall state
in the notice the total cost of the improvement. She shall also cause mailed notice to be given to the
owner of each parcel described in the assessment roll not less than two weeks prior to the hearing.
3. The owner of any property so assessed may, at any time prior to certification of the assessment
to the county auditor, pay the whole of the assessment on such property, with interest accrued to the
date of payment, to the City of Hugo, except that no interest shall be charged if the entire assessment is
paid within 30 days from the adoption of the assessment. An owner may at any time thereafter, pay to
the City of Hugo, the entire amount of the assessment remaining unpaid, with interest accrued to
December 31 of the year in which such payment is made. Such payment must be made before
November 15 or interest will be charged through December 31 of the succeeding year.
Adopted by the council this 15th day of August, 2022.
Council members voting AYE:
Council members voting NAY:
Whereupon said resolution was declared passed and adopted this 15th day of August, 2022.
________________________
Tom Weidt, Mayor
ATTEST:
___________________________________
Michele Lindau, City Clerk
From:Bryan Bear
To:Michele Lindau
Subject:FW: Supreme Court - Civil/Other Case No. A20-1637: Opinion
Date:Thursday, August 11, 2022 8:07:22 AM
Attachments:Supreme Court Decision on Watershed Appointments 20July2022.pdf
-----Original Message-----
From: David Snyder [mailto:david@johnsonturner.com]
Sent: Wednesday, July 20, 2022 10:45 AM
To: Bryan Bear <BBear@ci.hugo.mn.us>; Rachel Juba <RJuba@ci.hugo.mn.us>
Subject: FW: Supreme Court - Civil/Other Case No. A20-1637: Opinion
Caution: This email originated outside our organization; please use caution.
Bryan:
Here is the Supreme Court's order on the watershed district lawsuit. Hugo tendered a brief as Amicus. I should
say that congratulations are in order because it appears to me that they have adopted your rationale quite directly in
ruling on this case.....no small thing.
In summary, recall that the Anoka County board rejected a list of nominees to the RCWD submitted by Circle
Pines. It selected a member from Columbus-even though Columbus only submitted one candidate (Ms. Priener).
The Supreme Court has held that "the statute requires counties to choose from city nominees unless those nominees
cannot fairly represent the various hydrologic areas. (it also concluded) that the three-nominee requirement applies
only to the aggregate list of all city nominees." (See P. 15). The case is being remanded to the district court to have
it evaluate whether the Columbus nominee (Priener) can fairly represent the hydrologic area (not an uncontroversial
inquiry, given the weighting of RCWD board members from that area). I suspect that neither the county nor Circle
Pines are happy with the decision-the appointee might still be defensibly retained, but the overreaching claim of
county board appointment rights when not EVERY city in the district submits three parties has been discarded.
I will look forward to discussing this with you but it appears to me, as noted above, that Hugo's suggested
interpretation and implementation is fully adopted by and enshrined in this order. It mirrors your observations
about the practical impossibility of demanding complete uniformity in city submissions and in encouraging
participation (see pages 17 and 18).
Hugo made two points:
1.The "list" of nominees that the county board considers must contain three nominees otherwise the County board is
free to select its own candidate.
2.It does not require a list of three nominees from EVERY city in the area to displace County appointment authority-
it only requires that three names be put in front of the County board for municipal nomination to take precedent.
These points are all adopted and assumed in this order.
At this point in my analysis of it I have not considered its impact on your practice of submitted one individual for
nomination to the county board......while naming them three times to satisfy the county's reliance on the now
overturned Anoka County practice. But we will give that some thought. Thank you for your involvement here.
David K. Snyder
david@johnsonturner.com / Direct Dial: 651-403-8972 / F: 651-464-7348 / www.johnsonturner.com Mail to: 56
E. Broadway Ave. #206, Forest Lake, MN 55025 Forest Lake, MN / Lake Elmo, MN / Woodbury, MN / Blaine,
MN
Please consider the environment before printing this email
-----Original Message-----
From: pmacs.enotice@courts.state.mn.us <pmacs.enotice@courts.state.mn.us>
Sent: Wednesday, July 20, 2022 10:05 AM
To: David Snyder <david@johnsonturner.com>
Subject: Supreme Court - Civil/Other Case No. A20-1637: Opinion
CAUTION: External Email
A document has been filed by the Minnesota Supreme Court in Case No. A20-1637. To view this document click
on the following link: https://macsnc.courts.state.mn.us/ctrack/document.do?
doView=&document=46911bc68f5e4e9617089628b2d68500526b9b07e0d5cd7086aa534fab00e224
For your reference, the District Court/Agency Case No(s) (if applicable) is/are: 02-CV-20-2502
If you are unable to open this E-Notice by clicking on the hyperlink, copy & paste the text of the hyperlink directly
into your Internet browser.
If you are still unable to view the document, contact pmacs.enotice.help@courts.state.mn.us.
Clerk of Appellate Courts
**Do not reply to this message. Replies to this message are routed to an unmonitored mailbox.**
TO:
DATE:
Hugo City Council and Bryan Bear, City Administrator
August 10, 2022
FROM: David Snyder, City Attorney
AGENDA ITEM: Consider Regulation of THC Edibles
INTRODUCTION:
The Minnesota Legislature recently enacted a new law allowing the sale of certain edible and
beverage products containing tetrahydrocannabinol (THC). Some cities have enacted a temporary
moratorium banning the sale of these products while the city studies whether or how to regulate
these products.
ISSUE BEFORE THE CITY COUNCIL:
The City may wish to consider an ordinance designed to regulate the sale of edible THC Products
through zoning and/or licensing.
SUMMARY:
The new law expands the authority to include nonintoxicating cannabinoids, including edible
cannabinoid products, provided they do not contain more than 0.3% of any THC. An edible
cannabinoid product also cannot exceed more than five milligrams of any THC in a single serving,
or more than a total of 50 milligrams of THC per package. The new law does not restrict where
these products can be sold, but it has been suggested that state liquor licensing laws would
prohibit sale of these products at a liquor store. The new law was passed without much, if any,
regulatory guidance to accompany it.
Beginning on July 1, 2022, it became legal to sell certain products containing delta-9 THC (“THC
Products”) in Minnesota. The Act allows THC Products to be sold if certain requirements are met
including that there are not more than 5mg of THC per dose of 50 mg of THC per container; the
purchaser is at least 21 years old; and the products are not marketed toward children.
The Minnesota Board of Pharmacy (“Board”) is the state agency with oversight of THC Products.
There is currently no state-level license required in order to sell THC Products.
The Act does not expressly require a city to allow the sale of THC Products, nor does it restrict a
city’s ability to regulate such facilities through additional zoning or licensing requirements.
Any local regulations must not create an irreconcilable conflict with state law, but instead must
be merely additional and complementary or in aid of furtherance of the Act. Also, local
regulations must not exceed a city’s lawful licensing or zoning powers.
It is generally accepted that a city may address this through licensing and zoning regulations.
Page 2
The Act contains very little regulatory structure, consumer protection, or general control of the
sale of THC Products. Cities very clearly have an interest in ensuring the THC Products are being
sold in the manner provided for in the Act, and individual cities may each want to study the impact
of the sale of THC Products in each community and determine what additional regulation is
warranted to protect the general welfare of the city.
MORATORIUM / INTERIM ORDINANCE:
A city may establish a temporary moratorium on the sale of THC Products to allow it time to study
options.
Cities have the authority to place moratoria on zoning matters for up to one year under Minnesota
Statutes, section 462.355, subd. 4.
CONCLUSIONS:
The state law legalizing the sale of THC Products includes minimal regulation and cities are left
to establish individual regulations that can be tailored to the local needs of the community.
Staff recommends adoption of a moratorium to permit the City to study whether or how THC
edibles should be regulated in the City.
An example moratorium is enclosed which could be adopted by vote of the Council.
CITY OF HUGO,
COUNTY OF WASHINGTON
ORDINANCE NO. 2022-____
AN INTERIM ORDINANCE PROHIBITING THE SALE, TESTING, MANUFACTUR1NG, AND
DISTRIBUTION OF THC PRODUCTS
NOW, THEREFORE , the City Council of the City of Hugo does ordain:
SECTION 1. BACKGROUND.
1. By enacting 2022 Session Law Chapter 98, Article 13, the Minnesota Legislature
amended Minn. Stat. §151.72 and permitted the sale of edible and nonedible
cannabinoid products that contain no more than 0.3 % of Tetrahydrocannabinol,
commonly known as THC (“THC Products”).
2. The new law does enact some requirements for labeling and testing, but the law
provides no parameters regulating production, compliance checks, or sales of THC
Products, The new law does not prohibit local regulation.
3. Pursuant to Minn. Stat. § 462.355, subd. 4, the City is authorized to enact by
ordinance a moratorium to regulate, restrict or prohibit any use within the jurisdiction
to protect the public health, safety, and welfare. Specifically, the City is authorized to
enact a moratorium ordinance to allow it to undertake a study to determine whether
to adopt any regulations or restrictions, including siting and location of uses, related
to the sales, testing, manufacturing, and distribution of THC Products.
4. Pursuant to its general police powers, including but not limited to, Minn.
Stat. § 421.221, subd. 32, the City may enact and enforce regulations or restrictions
on THC Products within the City to protect the public safety, health, and welfare,
including restrictions and a moratorium on the use of sales, testing, manufacturing,
and distribution, during the pendency of a study to determine the need for police
power regulations, including but not necessarily limited to licensing and permitting.
SECTION 2. FINDINGS.
1. The City Council finds there is a need to study THC Products and uses and
businesses related thereto, in order to assess the necessity for and efficacy of
regulation and restrictions relating to the sales, testing, manufacturing, and
distribution of THC Products, including through licensing or zoning ordinances, in
order to protect the public health, safety, and welfares of its residents.
2. The study will allow the City Council to determine the appropriate changes, if any,
that that it should make to City ordinances.
3. The City Council, therefore, finds that there is a need to adopt a City-wide
moratorium of the sale, testing, manufacturing, and distribution of THC Products
within the City while City staff studies the issue.
SECTION 3. MORATORIUM.
1. No individual, establishment, organization, or business may sell, test, manufacture,
or distribute THC Products for twelve (12) months from the effective date of this
ordinance.
2. The City shall not issue any license or permit related to THC Products or twelve (12)
months from the effective date of this ordinance. No license or permit application, of
any kind, by any individual, establishment, organization, or businesses involved in
the proposed sale, testing, manufacturing, or distribution of THC Products within the
City of Hugo shall be accepted or considered for twelve (12) months from the
effective date of this ordinance.
3. Planning or zoning applications related to THC Products or applications from
individuals, establishments, organizations, or businesses involved in the proposed
sale, testing, manufacturing, or distribution of THC Products within the City of Hugo
shall not be accepted or considered for twelve (12) months from the effective date of
this ordinance.
SECTION 4. STUDY. The City Council directs City staff to study the need for local regulation
regarding the sale, testing, manufacturing, or distribution of THC Products within the City of
Hugo. Staff must also study the need for creating or amending zoning ordinances, licensing
ordinances, or any other ordinances to protect the citizens of Hugo from any potential negative
impacts of THC Products. Upon completion of the study, the City Council, together with such
commission as the City Council deems appropriate, or as may be required by law, will consider
the advisability of adopting new ordinances or amending its current ordinances.
SECTION 5. ENFORCEMENT. The City may enforce this Ordinance by mandamus,
injunctive relief, or other appropriate civil remedy in any court of competent jurisdiction. The City
Council hereby authorizes the City Manager, in consultation with the City Attorney, to initiate any
legal action deemed necessary to secure compliance with this Ordinance. A violation of this
Ordinance is also subject to the City’s general penalty in City Code § Sec. 1 -18 subd. (b).
SECTION 6. TERM. Unless earlier rescinded by the City Council, the moratorium established
under this Ordinance shall remain in effect until twelve (12) months from its effective date, at
which point, it will automatically expire.
SECTION 7. EFFECTIVE DATE. This Ordinance shall be in full force and effect from and
after its passage by the City Council.
This ordinance is effective upon adoption.
ATTEST:
_________________________________ _________________________________
Michele Lindau, City Clerk Tom Weidt, Mayor
SATURDAY, September 24th | 12 PM – 5 PM
LIBERTY CLASSICAL ACADEMY HUGO CAMPUS
EVERYONE IS INVITED—BRING YOUR FRIENDS!
KID ZONE !
- All-Inclusive Wristband –
FUN VENDORS!
- Shop a Wide Variety of Goods -
GOOD FOOD !
- Enjoy Tasty Treats -
Liberty Classical Academy
10158 122 nd St. N | Hugo, MN 55038
18/11/2022 3:35 PMMichele LindauSu Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30 31August 2022Su Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30September 2022August 2022Jul 31Aug 1234567:00pm City Council4:45pm National Night Out (City Hall) 789101112136:30pm BOZA7:00pm Planning Comm141516171819207:00pm City Council5:30pm EDA6:30pm Hist Comm7:00pm Parks Comm212223242526273:00pm North Star elem6:30pm BOZA7:00pm Planning Comm28293031Sep 1235:00pm Midyear Budget (Hugo Council Chambers) SUNDAYMONDAYTUESDAYWEDNESDAYTHURSDAYFRIDAYSATURDAY
28/11/2022 3:35 PMMichele LindauSu Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30September 2022Su Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31October 2022September 2022Aug 28293031Sep 12345678910Labor Day (United States)7:00pm City Council3:00pm PW Grand Opening (8220 140th St.) 6:30pm BOZA7:00pm Planning Comm8:00am Fall Cleanup111213141516173:00pm Lions Pk Opening???3:00pm Jodi G. Retirement (Rice LakeCentre)181920212223247:00pm City Council5:30pm EDA6:30pm Hist Comm7:00pm Parks Comm3:00pm Lions Pk Opening???6:30pm BOZA7:00pm Planning Comm12:00pm Classical Academy Festival252627282930Oct 1SUNDAYMONDAYTUESDAYWEDNESDAYTHURSDAYFRIDAYSATURDAY
The following items were distributed at
the Council meeting.
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 1 of 14
Client: City of Hugo Contractor: Peterson Companies, Inc.
14669 Fitzgerald Avenue North 8326 Wyoming Trail
Hugo, MN 55038 Chisago City, MN 55013
Contract Amount Funds Encumbered
Original Contract $6,229,214.96 Original $6,229,214.96
Contract Changes $0.00 Additional N/A
Revised Contract $6,229,214.96 Total $6,229,214.96
Work Certified To Date
Base Bid Items $6,040,439.00
Contract Changes $0.00
Material On Hand $0.00
Total $6,040,439.00
Work Certified
This Voucher
Work Certified
To Date
Less Amount
Retained
Less Previous
Payments
Amount Paid
This Voucher
Total Amount
Paid To Date
$1,237,249.64 $6,040,439.00 $302,021.95 $4,563,029.91 $1,175,387.14 $5,738,417.05
Percent Retained: 5% Percent Complete: 96.97%
This is to certify that the items of work shown in this Pay Voucher have been actually furnished for the work comprising the above-
mentioned project in accordance with the plans and specifications heretofore approved.
Approved By WSB Approved By Peterson Companies, Inc.
Signature Signature
Date Date
Approved By City of Hugo
Signature
Date
WSB Project No.: 015887-000
Client Project No.:
State Project No.:
Federal Project No.:
08/12/2022
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 2 of 14
Payment Summary
No. Up Through Date Work Certified
Per Voucher
Amount Retained
Per Voucher
Amount Paid
Per Voucher
1 08/10/21 $306,258.79 $15,312.94 $290,945.85
2 09/15/21 $611,982.71 $30,599.14 $581,383.57
3 10/14/21 $1,015,680.65 $50,784.03 $964,896.62
4 12/30/21 $1,585,395.77 $79,269.79 $1,506,125.98
5 06/14/22 $1,283,871.46 $64,193.57 $1,219,677.89
6 08/11/22 $1,237,249.62 $61,862.48 $1,175,387.14
Funding Category Name Work Certified
To Date
Less Amount
Retained
Less Previous
Payments
Amount Paid
This Voucher
Total Amount Paid
To Date
Local $1,631,164.81 $81,558.25 $1,413,180.96 $136,425.60 $1,549,606.56
224-104-006 Roadway $893,890.59 $44,694.53 $845,457.15 $3,738.91 $849,196.06
224-104-006 Storm Sewer $290,107.09 $14,505.35 $275,601.74 $0.00 $275,601.74
224-111-001 Roadway $194,183.30 $9,709.17 $184,474.13 $0.00 $184,474.13
224-111-001 Storm Sewer $8,678.67 $433.93 $8,244.74 $0.00 $8,244.74
Lions Park $3,022,414.54 $151,120.72 $1,836,071.19 $1,035,222.63 $2,871,293.82
Accounting
Number Funding Source Amount Paid
This Voucher
Revised Contract
Amount
Funds
Encumbered
To Date
Paid Contractor
To Date
1 Local $136,425.60 $1,614,503.99 $1,614,503.99 $1,549,606.56
2 State $3,738.91 $1,289,356.97 $1,289,356.97 $1,124,797.80
3 State $0.00 $230,964.61 $230,964.61 $192,718.87
4 Local $1,035,222.63 $3,094,389.39 $3,094,389.39 $2,871,293.82
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
1 2021.501 MOBILIZATION LS $181,557.02 1 0 $0.00 1 $181,557.02
2 2021.601 CONTRACTOR COORDINATION L S $18,351.70 1 0 $0.00 1 $18,351.70
3 2101.505 CLEARING ACRE $8,332.50 0.44 0 $0.00 0.44 $3,666.30
4 2101.505 GRUBBING ACRE $2,020.00 0.44 0 $0.00 0.44 $888.80
5 2101.524 CLEARING TREE $252.50 65 0 $0.00 46 $11,615.00
6 2101.524 GRUBBING TREE $101.00 65 0 $0.00 46 $4,646.00
7 2102.503 PAVEMENT MARKING REMOVAL L F $10.10 70 0 $0.00 0 $0.00
8 2104.502 REMOVE SIGN EACH $25.25 23 0 $0.00 21 $530.25
9 2104.502 SALVAGE LIGHTING UNIT EACH $1,786.69 3 0 $0.00 4 $7,146.76
10 2104.503 SAWING CONCRETE PAVEMENT
(FULL DEPTH) L F $4.04 160 72 $290.88 234 $945.36
11 2104.503 SAWING BIT PAVEMENT (FULL
DEPTH) L F $2.37 3000 83 $196.71 1393 $3,301.41
12 2104.503 REMOVE CURB & GUTTER L F $1.74 2230 0 $0.00 2535 $4,410.90
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 3 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
13 2104.503 SALVAGE FENCE L F $6.06 650 0 $0.00 460 $2,787.60
14 2104.504 REMOVE CONCRETE DRIVEWAY
PAVEMENT S Y $4.94 400 0 $0.00 192 $948.48
15 2104.504 REMOVE BITUMINOUS DRIVEWAY
PAVEMENT S Y $2.16 3200 161.4 $348.62 2377.4 $5,135.18
16 2104.504 REMOVE BITUMINOUS PAVEMENT S Y $2.12 16500 0 $0.00 14741 $31,250.92
17 2104.518 REMOVE BITUMINOUS WALK S F $0.23 5000 0 $0.00 5412 $1,244.76
18 2104.518 REMOVE CONCRETE WALK S F $0.53 2810 112 $59.36 3515.5 $1,863.22
19 2104.601 SALVAGE AND REINSTALL
LANDSCAPE STRUCTURES LS $10,100.00 1 0 $0.00 1 $10,100.00
20 2105.601 DEWATERING LS $19,201.23 1 0 $0.00 1 $19,201.23
21 2106.507 EXCAVATION - COMMON (P) C Y $21.60 12998 0 $0.00 12998 $280,756.80
22 2106.507 EXCAVATION - MUCK C Y $4.64 4630 0 $0.00 4919 $22,824.16
23 2106.507 EXCAVATION - SUBGRADE (P) C Y $5.43 5259 0 $0.00 5259 $28,556.37
24 2106.507 EXCAVATION - CHANNEL AND
POND (P) C Y $12.43 6414 0 $0.00 6414 $79,726.02
25 2106.507 SELECT GRANULAR EMBANKMENT
(CV) C Y $7.01 4630 0 $0.00 4919 $34,482.19
26 2106.507 SELECT GRANULAR EMBANKMENT
(CV) (P) C Y $4.67 6332 0 $0.00 6332 $29,570.44
27 2112.519 SUBGRADE PREPARATION RDST $306.76 71 0 $0.00 71 $21,779.96
28 2123.610 STREET SWEEPER (WITH PICKUP
BROOM) HOUR $188.87 130 20 $3,777.40 118.25 $22,333.88
29 2123.610 1.5 CU YD BACKHOE HOUR $193.92 50 0 $0.00 66.6 $12,915.07
30 2130.523 WATER MGAL $130.46 90 0 $0.00 120 $15,655.20
31 2211.507 AGGREGATE BASE (CV) CLASS 5
(P) C Y $25.17 7030 0 $0.00 7030 $176,945.10
32 2301.602 DRILL & GROUT REINF BAR (EPOXY
COATED) EACH $8.59 47 0 $0.00 74 $635.66
33 2331.603 JOINT ADHESIVE L F $1.79 15960 0 $0.00 16295 $29,168.05
34 2357.506 BITUMINOUS MATERIAL FOR TACK
COAT GAL $3.03 1340 0 $0.00 1400 $4,242.00
35 2360.504 TYPE SP 9.5 WEAR CRS MIX (2,C)
3.0" THICK S Y $21.72 1910 174 $3,779.28 829.4 $18,014.57
36 2360.509 TYPE SP 9.5 WEARING COURSE
MIX (2,C) TON $69.69 2360 0 $0.00 2469.08 $172,070.19
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 4 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
37 2360.509 TYPE SP 12.5 WEARING COURSE
MIX (2,C) TON $67.17 3860 0 $0.00 3317.97 $222,868.04
38 2504.602 ADJUST GATE VALVE & BOX EACH $1,046.36 7 0 $0.00 10 $10,463.60
39 2504.602 IRRIGATION SYSTEM REPAIR EACH $101.00 13 0 $0.00 13 $1,313.00
40 2505.601 UTILITY COORDINATION L S $15,885.28 1 0 $0.00 1 $15,885.28
41 2506.502 ADJUST FRAME & RING CASTING EACH $521.16 1 0 $0.00 2 $1,042.32
42 2521.518 6" CONCRETE WALK S F $15.97 1600 2086 $33,313.42 2348 $37,497.56
43 2521.518 3" BITUMINOUS WALK S F $2.51 23600 1568 $3,935.68 24177 $60,684.27
44 2531.503 CONCRETE CURB & GUTTER
DESIGN B618 L F $14.82 15100 0 $0.00 16507 $244,633.74
45 2531.504 6" CONCRETE DRIVEWAY
PAVEMENT S Y $74.99 300 0 $0.00 307 $23,021.93
46 2531.618 TRUNCATED DOMES S F $45.45 340 257.5 $11,703.38 357.5 $16,248.38
47 2540.602 MAIL BOX SUPPORT EACH $141.40 10 0 $0.00 10 $1,414.00
48 2540.602 TEMPORARY MAIL BOX EACH $126.25 30 0 $0.00 34 $4,292.50
49 2545.602 INSTALL LIGHTING UNIT EACH $5,050.00 3 0 $0.00 4 $20,200.00
50 2557.602 REPAIR DOG FENCE EACH $505.00 6 0 $0.00 1 $505.00
51 2557.603 INSTALL FENCE L F $33.84 650 0 $0.00 460 $15,566.40
52 2563.601 TRAFFIC CONTROL LS $11,564.50 1 0 $0.00 1 $11,564.50
53 2564.518 SIGN PANELS TYPE C S F $48.48 248.75 0 $0.00 218.5 $10,592.88
54 2564.602 SIGN PANELS TYPE SPECIAL EACH $151.50 23 0 $0.00 22 $3,333.00
55 2565.616 REVISE SIGNAL SYSTEM SYS $60,600.00 1 0 $0.00 1 $60,600.00
56 2573.501 STABILIZED CONSTRUCTION EXIT LS $10,100.00 1 0 $0.00 1 $10,100.00
57 2573.502 STORM DRAIN INLET PROTECTION EACH $101.00 80 0 $0.00 160 $16,160.00
58 2573.503 SILT FENCE, TYPE MS L F $1.85 6200 0 $0.00 4625 $8,556.25
59 2573.503 SEDIMENT CONTROL LOG TYPE
WOOD FIBER L F $3.34 10700 0 $0.00 1230 $4,108.20
60 2574.507 COMMON TOPSOIL BORROW C Y $12.28 3570 0 $0.00 0 $0.00
61 2574.508 FERTILIZER TYPE 3 LB $0.51 2280 2300 $1,173.00 2300 $1,173.00
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 5 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
62 2575.505 SEEDING ACRE $5,509.55 6.4 12.5 $68,869.38 12.85 $70,797.72
63 2575.508 SEED MIXTURE 25-151 LB $2.07 840 1540 $3,187.80 1590 $3,291.30
64 2575.508 HYDRAULIC STABILIZED FIBER
MATRIX LB $1.26 9800 13418 $16,906.68 20468 $25,789.68
65 2575.604 ROLLED EROSION PREVENTION
CATEGORY 25 S Y $1.87 31100 0 $0.00 1693 $3,165.91
66 2582.503 4" SOLID LINE MULTI COMP L F $1.82 4480 0 $0.00 3934 $7,159.88
67 2582.503 24" SOLID LINE MULTI COMP L F $9.09 40 0 $0.00 0 $0.00
68 2582.503 4" DBLE SOLID LINE MULTI COMP L F $1.62 2010 0 $0.00 2168 $3,512.16
69 2582.518 PAVT MSSG MULTI COMP S F $10.10 130 0 $0.00 283.69 $2,865.27
70 2582.518 CROSSWALK MULTI COMP S F $4.04 288 0 $0.00 342 $1,381.68
71 2582.518 CROSSWALK PREF THERMO GR IN
ESR S F $13.64 350 0 $0.00 414 $5,646.96
72 2104.502 REMOVE HYDRANT EACH $2,545.20 10 0 $0.00 9 $22,906.80
73 2104.503 REMOVE WATER MAIN L F $12.85 330 0 $0.00 153 $1,966.05
74 2104.602 REMOVE WATER SERVICE EACH $848.40 3 0 $0.00 5 $4,242.00
75 2104.603 ABANDON WATER MAIN L F $9.79 400 0 $0.00 400 $3,916.00
76 2504.601 TEMPORARY WATER SERVICE LS $3,401.68 1 0 $0.00 1 $3,401.68
77 2504.602 CONNECT TO EXISTING WATER
MAIN EACH $971.62 15 0 $0.00 12 $11,659.44
78 2504.602 CONNECT TO EXISTING WATER
SERVICE EACH $899.57 3 0 $0.00 5 $4,497.85
79 2504.602 HYDRANT EACH $5,317.75 10 0 $0.00 10 $53,177.50
80 2504.602 1" CORPORATION STOP EACH $503.99 4 0 $0.00 5 $2,519.95
81 2504.602 6" GATE VALVE & BOX EACH $2,258.76 10 0 $0.00 12 $27,105.12
82 2504.602 8" GATE VALVE & BOX EACH $3,005.76 3 0 $0.00 2 $6,011.52
83 2504.602 1" CURB STOP & BOX EACH $721.90 4 0 $0.00 5 $3,609.50
84 2504.603 4" WATERMAIN HDPE L F $13.03 750 0 $0.00 820 $10,684.60
85 2504.603 1" TYPE K COPPER PIPE L F $35.16 140 0 $0.00 89.5 $3,146.82
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 6 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
86 2504.603 6" WATERMAIN DUCTILE IRON CL
52 L F $65.24 170 0 $0.00 158.2 $10,320.97
87 2504.603 8" WATERMAIN DUCTILE IRON CL
52 L F $57.70 500 0 $0.00 443.5 $25,589.95
88 2504.603 6" WATERMAIN HDPE L F $38.78 50 0 $0.00 0 $0.00
89 2504.604 4" POLYSTYRENE INSULATION S Y $52.20 50 0 $0.00 31.94 $1,667.27
90 2504.608 DUCTILE IRON FITTINGS LB $0.01 800 0 $0.00 1488 $14.88
91 2104.502 REMOVE CASTING EACH $173.18 13 0 $0.00 13 $2,251.34
92 2503.503 4" PVC PIPE SEWER L F $23.47 60 0 $0.00 60 $1,408.20
93 2503.602 CONNECT TO EXISTING SANITARY
SEWER EACH $2,567.42 1 0 $0.00 1 $2,567.42
94 2503.602 8"X4" PVC WYE EACH $1,004.95 1 0 $0.00 1 $1,004.95
95 2506.602 CASTING ASSEMBLY (SANITARY) EACH $576.17 13 0 $0.00 13 $7,490.21
96 2506.602 CHIMNEY SEAL EACH $176.75 14 0 $0.00 14 $2,474.50
97 2506.602 RECONSTRUCT MANHOLE
(SANITARY) EACH $937.28 6 0 $0.00 6 $5,623.68
98 2104.502 REMOVE DRAINAGE STRUCTURE EACH $360.68 28 0 $0.00 28 $10,099.04
99 2104.503 REMOVE SEWER PIPE (STORM) L F $7.92 3440 0 $0.00 2040 $16,156.80
100 2501.502 18" RC PIPE APRON EACH $1,062.52 1 0 $0.00 1 $1,062.52
101 2501.502 24" RC PIPE APRON EACH $10,310.94 1 0 $0.00 1 $10,310.94
102 2501.502 88" SPAN RC PIPE-ARCH APRON EACH $16,563.23 2 0 $0.00 2 $33,126.46
103 2501.602 TRASH GUARD FOR 18" PIPE
APRON EACH $351.48 1 0 $0.00 1 $351.48
104 2501.602 TRASH GUARD FOR 24" PIPE
APRON EACH $542.37 1 0 $0.00 0 $0.00
105 2502.503 6" PVC PIPE DRAIN L F $26.56 10 0 $0.00 10 $265.60
106 2502.503 4" PERF TP PIPE DRAIN L F $13.64 400 0 $0.00 500 $6,820.00
107 2502.602 4" TP PIPE DRAIN CLEAN OUT EACH $250.10 8 0 $0.00 11 $2,751.10
108 2503.503 88" SPAN RC PIPE-ARCH SEWER
CL IIA L F $387.63 138 0 $0.00 138 $53,492.94
109 2503.503 12" RC PIPE SEWER DES 3006 CL V L F $39.34 38 0 $0.00 38 $1,494.92
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 7 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
110 2503.503 15" RC PIPE SEWER DES 3006 CL V L F $37.01 2738 0 $0.00 2738 $101,333.38
111 2503.503 18" RC PIPE SEWER DES 3006 CL V L F $39.14 1882 0 $0.00 1882 $73,661.48
112 2503.503 24" RC PIPE SEWER DES 3006 CL III L F $48.86 335 0 $0.00 335 $16,368.10
113 2503.503 30" RC PIPE SEWER DES 3006 CL III L F $81.18 16 0 $0.00 6 $487.08
114 2503.503 33" RC PIPE SEWER DES 3006 CL III L F $96.34 31 0 $0.00 38 $3,660.92
115 2503.602 CONNECT TO EXISTING STORM
SEWER EACH $1,272.60 5 0 $0.00 5 $6,363.00
116 2503.602 CONNECT INTO EXISTING
DRAINAGE STRUCTURE EACH $1,161.50 4 0 $0.00 4 $4,646.00
117 2506.502 CASTING ASSEMBLY EACH $693.37 38 0 $0.00 38 $26,348.06
118 2506.503 CONST DRAINAGE STRUCTURE
DESIGN SD-48 L F $678.65 18.1 0 $0.00 18.1 $12,283.57
119 2506.503 CONST DRAINAGE STRUCTURE
DESIGN SD-60 L F $925.05 13.1 0 $0.00 13.2 $12,210.66
120 2506.503 CONST DRAINAGE STRUCTURE
DES 48-4020 L F $546.90 117.3 0 $0.00 117.3 $64,151.37
121 2506.503 CONST DRAINAGE STRUCTURE
DES 60-4020 L F $661.08 45.5 0 $0.00 45.5 $30,079.14
122 2506.503 CONST DRAINAGE STRUCTURE
DES 72-4020 L F $835.86 8.1 0 $0.00 8.1 $6,770.47
123 2506.503 CONST DRAINAGE STRUCTURE
DES 84-4020 L F $955.14 12.9 0 $0.00 12.9 $12,321.31
124 2506.602 CHIMNEY SEAL EACH $176.75 66 0 $0.00 66 $11,665.50
125 2506.602 CONST DRAINAGE STRUCTURE
DESIGN SPEC (2'X3') EACH $1,469.41 28 0 $0.00 28 $41,143.48
126 2511.507 RANDOM RIPRAP CLASS III C Y $102.59 20 0 $0.00 20 $2,051.80
127 2511.507 RANDOM RIPRAP CLASS IV C Y $106.48 40 0 $0.00 40 $4,259.20
128 2021.501 MOBILIZATION LS $5,882.24 1 0 $0.00 1 $5,882.24
129 2104.503 SAWING BIT PAVEMENT (FULL
DEPTH) L F $4.90 100 0 $0.00 128 $627.20
130 2104.504 REMOVE BITUMINOUS PAVEMENT S Y $4.06 1790 0 $0.00 1790 $7,267.40
131 2231.509 BITUMINOUS PATCHING MIXTURE TON $73.23 470 0 $0.00 468 $34,271.64
132 2357.506 BITUMINOUS MATERIAL FOR TACK
COAT GAL $3.74 100 0 $0.00 75 $280.50
133 2101.501 CLEARING & GRUBBING LS $4,545.00 1 0 $0.00 1 $4,545.00
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 8 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
134 2101.502 CLEARING AND GRUBBING TREES EACH $303.00 28 0 $0.00 28 $8,484.00
135 2104.501 REMOVE FENCING & BACKSTOPS LS $4,311.69 1 0 $0.00 1 $4,311.69
136 2104.501 SALVAGE SKATE PARK
EQUIPMENT LS $2,660.34 1 0 $0.00 1 $2,660.34
137 2104.501 REMOVE MISC. AMENITIES L S $7,313.66 1 0 $0.00 1 $7,313.66
138 2104.502 ABANDON AND SEAL WELL EACH $1,316.54 2 0 $0.00 2 $2,633.08
139 2104.518 REMOVE PAVEMENTS SF $0.44 18000 0 $0.00 32559 $14,325.96
140 2104.601 SALVAGE EXISTING BOULDERS LS $922.13 1 0 $0.00 1 $922.13
141 2106.501 EXCAVATION - COMMON LS $76,561.03 1 0.1 $7,656.10 1 $76,561.03
142 2106.507 PLAY SAND C Y $93.42 18 18 $1,681.56 18 $1,681.56
143 2106.507 SELECT GRANULAR EMBANKMENT
(P) CY $6.33 3000 750 $4,747.50 3000 $18,990.00
144 2211.507 AGGREGATE SURFACING (P) C Y $687.39 5 5 $3,436.95 5 $3,436.95
145 2360.504 3-INCH THICK BITUMINOUS TRAIL
W/BASE S Y $23.46 1700 1658 $38,896.68 1658 $38,896.68
146 2411.502 DUMPSTER ENCLOSURE EACH $59,470.82 1 0.25 $14,867.71 1 $59,470.82
147 2411.502 FIRE PIT EACH $22,470.52 1 0.25 $5,617.63 1 $22,470.52
148 2411.502 MONUMENT PIER - 4 FOOT EACH $7,780.70 24 0 $0.00 24 $186,736.80
149 2411.502 MONUMENT PIER - 6 FOOT EACH $9,291.50 8 0 $0.00 8 $74,332.00
150 2411.502 PRECAST SIGN MONUMENT "A" EACH $38,923.38 1 0 $0.00 1 $38,923.38
151 2411.502 PRECAST SIGN MONUMENT "B" EACH $33,913.78 1 0 $0.00 1 $33,913.78
152 2411.503 CONCRETE RETAINING WALL
(SPECIAL) L F $1,143.64 140 0 $0.00 143 $163,540.52
153 2411.503 CONCRETE SEAT WALL (SPECIAL) L F $445.75 85 0 $0.00 85 $37,888.75
154 2411.518 CONCRETE TEXTURE (RETAINING
WALL) S F $19.44 400 0 $0.00 400 $7,776.00
155 2411.518 CONCRETE TEXTURE (SEAT WALL) S F $19.44 130 0 $0.00 130 $2,527.20
156 2502.502 6" PRECAST CONCRETE
HEADWALL EACH $464.60 1 1 $464.60 1 $464.60
157 2502.503 4" PERF TP PIPE DRAIN L F $15.34 750 68 $1,043.12 1057 $16,214.38
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 9 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
158 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH $250.23 4 1 $250.23 6 $1,501.38
159 2503.501 DOWNSPOUT CONNECTION LS $211.09 1 0 $0.00 1 $211.09
160 2503.503 12" RC PIPE SEWER DES 3006 CL V L F $31.82 280 0 $0.00 280 $8,909.60
161 2503.603 6" PVC PIPE SEWER L F $11.34 260 0 $0.00 278 $3,152.52
162 2504.601 IRRIGATION SYSTEM - PARK/CITY
HALL LS $181,507.10 1 0.75 $136,130.33 1 $181,507.10
163 2504.601 IRRIGATION SYSTEM - STREET
BLVD LS $13,534.00 1 0 $0.00 1 $13,534.00
164 2506.502 CONST DRAINAGE STRUCTURE
DESIGN H EACH $2,455.31 3 0 $0.00 3 $7,365.93
165 2511.602 LIMESTONE BENCH - LARGE EACH $2,269.56 17 9 $20,426.04 17 $38,582.52
166 2511.602 LIMESTONE BENCH - SMALL EACH $1,358.98 8 4 $5,435.92 8 $10,871.84
167 2511.602 LANDSCAPE BOULDERS EACH $135.34 30 15 $2,030.10 30 $4,060.20
168 2521.518 4-INCH COLORED CONCRETE
PAVEMENTY W/BASE S F $13.70 730 708 $9,699.60 708 $9,699.60
169 2521.518 4-INCH STANDARD CONCRETE
PAVEMENT W/BASE S F $7.24 27700 8390.75 $60,749.03 33194.75 $240,329.99
170 2521.518 6-INCH COLORED CONCRETE
PAVEMENT W/BASE S F $16.80 1450 1444 $24,259.20 1444 $24,259.20
171 2521.518 6-INCH CONCRETE PED RAMP
W/BASE S F $11.55 1000 892 $10,302.60 1652 $19,080.60
172 2521.518 6-INCH REINFORCED CONCRETE
PAVEMENT W/BASE S F $14.51 10100 10080 $146,260.80 18080 $262,340.80
173 2521.518 6-INCH STANDARD CONCRETE
PAVEMENT W/BASE S F $11.91 13800 3888 $46,306.08 14276 $170,027.16
174 2531.503 30" CONCRETE MAINTENANCE
STRIP L F $28.85 830 842 $24,291.70 842 $24,291.70
175 2531.503 CONCRETE PLAY CURB L F $30.58 360 0 $0.00 480 $14,678.40
176 2531.518 BOLLARD CONCRETE
MAINTENANCE STRIP S F $15.20 40 0 $0.00 0 $0.00
177 2531.618 TRUNCATED DOMES SF $45.45 345 210 $9,544.50 390 $17,725.50
178 2540.601 30" SQUARE PLANTER BOX EACH $1,515.00 8 8 $12,120.00 8 $12,120.00
179 2540.601 LANDSCAPE LOG STEPPERS LS $2,944.15 1 0.2 $588.83 1 $2,944.15
180 2540.602 48" SQUARE PLANTER BOX EACH $2,797.70 4 4 $11,190.80 4 $11,190.80
181 2540.602 6' PICNIC TABLE - FIXED EACH $3,615.80 2 2 $7,231.60 2 $7,231.60
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 10 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
182 2540.602 6' PICNIC TABLE - FIXED ADA EACH $3,615.80 1 1 $3,615.80 1 $3,615.80
183 2540.602 6' PICNIC TABLE - MOVEABLE EACH $4,762.15 13 13 $61,907.95 13 $61,907.95
184 2540.602 6' PICNIC TABLE - MOVEABLE ADA EACH $5,065.15 4 4 $20,260.60 4 $20,260.60
185 2540.602 BENCH BACKLESS EACH $1,681.65 6 6 $10,089.90 6 $10,089.90
186 2540.602 BENCH WITH BACK EACH $2,378.55 10 10 $23,785.50 10 $23,785.50
187 2540.602 BIKE RACK LOOPS EACH $373.70 6 6 $2,242.20 6 $2,242.20
188 2540.602 BISTRO TABLE - HIGH TOP EACH $873.65 2 0 $0.00 0 $0.00
189 2540.602 BISTRO TABLE - LOW TOP EACH $818.10 2 0 $0.00 0 $0.00
190 2540.602 BISTRO TABLE W/2 SEATS EACH $2,494.70 2 2 $4,989.40 2 $4,989.40
191 2540.602 BISTRO TABLE W/2 SEATS
BACKLESS EACH $2,050.30 4 4 $8,201.20 4 $8,201.20
192 2540.602 BISTRO TABLE W/3 SEATS EACH $3,115.85 4 4 $12,463.40 4 $12,463.40
193 2540.602 HIGH TOP BAR EACH $2,706.80 2 1 $2,706.80 1 $2,706.80
194 2540.602 HIGH TOP CHAIRS EACH $575.70 4 0 $0.00 0 $0.00
195 2540.602 LOW TOP CHAIRS EACH $449.45 4 0 $0.00 0 $0.00
196 2540.602 RECTANGULAR PLANTER BOX EACH $3,110.80 6 6 $18,664.80 6 $18,664.80
197 2540.602 SKATE STOPPERS KIT EACH $2,363.40 1 0 $0.00 0 $0.00
198 2540.603 LANDSCAPE EDGER L F $5.45 1360 1435 $7,820.75 1435 $7,820.75
199 2545.501 LIGHTING SYSTEM - BASE LS $297,950.00 1 0.1 $29,795.00 1 $297,950.00
200 2557.502 ORNAMENTAL MAINTENANCE
GATE - 12" EACH $1,818.00 2 0 $0.00 0 $0.00
201 2557.603 ORNAMENTAL FENCE - 4 FOOT L F $166.65 804 0 $0.00 0 $0.00
202 2557.603 ORNAMENTAL FENCE - 6 FOOT L F $290.88 8 0 $0.00 0 $0.00
203 2571.524 CONIFEROUS TREE 6' HT B&B TREE $328.25 7 8 $2,626.00 8 $2,626.00
204 2571.524 CONIFEROUS TREE - 90" SPACE
(12'-15" HT) TREE $1,313.00 1 1 $1,313.00 1 $1,313.00
205 2571.524 CONIFEROUS TREE 8' HT B&B TREE $489.85 2 2 $979.70 2 $979.70
206 2571.524 DECIDUOUS TREE 2" CAL B&B TREE $575.70 38 30 $17,271.00 30 $17,271.00
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 11 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
207 2571.524 DECIDUOUS TREE 2.5" CAL B&B TREE $464.60 22 25 $11,615.00 25 $11,615.00
208 2571.524 ORNAMENTAL TREE 1.5" CAL B&B TREE $328.25 61 63 $20,679.75 63 $20,679.75
209 2571.525 SHRUB NO 5 CONT SHRB $58.58 283 309 $18,101.22 309 $18,101.22
210 2571.527 PERENNIAL NO 1 CONT PLT $16.41 1671 2137 $35,068.17 2137 $35,068.17
211 2573.501 STABILIZED CONSTRUCTION EXIT LS $2,525.00 1 0 $0.00 1 $2,525.00
212 2573.501 DEWATERING L S $0.01 1 0 $0.00 1 $0.01
213 2573.502 STORM DRAIN INLET PROTECTION EACH $101.00 3 0 $0.00 3 $303.00
214 2573.503 TREE PROTECTION FENCE L F $2.53 300 0 $0.00 143 $361.79
215 2573.503 SILT FENCE, TYPE MS L F $1.88 22500 0 $0.00 1675 $3,149.00
216 2573.503 SEDIMENT CONTROL LOG TYPE
WOOD FIBER L F $3.83 700 225 $861.75 855 $3,274.65
217 2575.504 EROSION CONTROL BLANKET S Y $1.72 4500 1070 $1,840.40 1242 $2,136.24
218 2575.505 COVER CROP WINTER COVER ACRE $979.70 6.7 0 $0.00 2 $1,959.40
219 2575.505 HYDRAULIC STABILIZER MULCH
(BFM) ACRE $2,449.25 6.7 1.13 $2,767.65 3.13 $7,666.15
220 2575.505 TYPE 1 TURF SEED MIX ACRE $8,049.70 6.1 2.03 $16,340.89 2.03 $16,340.89
221 2575.507 MULCH MATERIAL TYPE 6 C Y $74.74 300 325 $24,290.50 325 $24,290.50
222 2021.501 MOBILIZATION LS $6,370.10 1 0 $0.00 1 $6,370.10
223 2106.501 EXCAVATION - COMMON LS $3,223.92 1 0 $0.00 1 $3,223.92
224 2360.504 3.5 INCH THICK BITUMINOUS
COURT W/BASE S Y $22.83 1500 0 $0.00 1512 $34,518.96
225 2411.502 MONUMENT PIER - 4 FOOT EACH $7,780.03 2 0 $0.00 2 $15,560.06
226 2411.502 MONUMENT PIER - 6 FOOT EACH $9,290.99 2 0 $0.00 2 $18,581.98
227 2511.602 LANDSCAPE STEPPERS EACH $622.16 4 0 $0.00 0 $0.00
228 2511.602 LIMESTONE BENCH - LARGE EACH $2,486.63 4 2 $4,973.26 4 $9,946.52
229 2521.518 4-INCH COLORED CONCRETE
PAVEMENTY W/BASE S F $13.37 1211 480 $6,417.60 480 $6,417.60
230 2521.518 4-INCH STANDARD CONCRETE
PAVEMENT W/BASE S F $7.28 3050 1299 $9,456.72 3499 $25,472.72
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 12 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
231 2521.518 6-INCH STANDARD CONCRETE
PAVEMENT W/BASE S F $12.29 950 249 $3,060.21 949 $11,663.21
232 2531.503 18" CONCRETE MAINTENANCE
STRIP L F $18.21 660 0 $0.00 660 $12,018.60
233 2531.503 30" CONCRETE MAINTENANCE
STRIP L F $47.39 50 46 $2,179.94 46 $2,179.94
234 2540.503 FENCE P0ROTECTOR L F $12.12 50 0 $0.00 0 $0.00
235 2540.602 BIKE RACK LOOPS EACH $393.90 2 2 $787.80 2 $787.80
236 2540.602 BISTRO TABLE W/3 SEATS EACH $3,115.85 1 1 $3,115.85 1 $3,115.85
237 2540.602 BISTRO TABLE W/4 SEATS EACH $3,681.45 2 2 $7,362.90 2 $7,362.90
238 2540.602 TENNIS NET SYSTEM EACH $2,822.95 1 0 $0.00 0.5 $1,411.48
239 2540.602 PICKLEBALL NET SYSTEM EACH $2,424.00 2 0 $0.00 1 $2,424.00
240 2540.602 BASKETBALL GOAL SYSTEM EACH $4,741.95 1 1 $4,741.95 1 $4,741.95
241 2540.603 LANDSCAPE EDGER L F $5.45 540 540 $2,943.00 540 $2,943.00
242 2545.501 LIGHTING SYSTEM - SPORTS
COURT LS $13,130.00 1 0.1 $1,313.00 1 $13,130.00
243 2557.502 CHAIN LINK GATE EACH $1,863.45 2 0 $0.00 2 $3,726.90
244 2557.503 10' CHAIN LINK FENCE L F $203.52 360 0 $0.00 360 $73,267.20
245 2557.503 4' CHAIN LINK FENCE L F $76.76 50 0 $0.00 25 $1,919.00
246 2557.503 8' CHAIN LINK FENCE L F $126.25 248 0 $0.00 248 $31,310.00
247 2557.603 ORNAMENTAL FENCE - 4 FOOT L F $166.65 36 0 $0.00 0 $0.00
248 2557.603 ORNAMENTAL FENCE - 6 FOOT L F $290.88 3.5 0 $0.00 0 $0.00
249 2571.524 DECIDUOUS TREE 2.5" CAL B&B TREE $464.60 11 11 $5,110.60 11 $5,110.60
250 2571.524 DECIDUOUS TREE 2.5" CAL B&B TREE $464.60 3 3 $1,393.80 3 $1,393.80
251 2571.524 CONIFEROUS TREE 8' HT B&B TREE $489.85 2 3 $1,469.55 3 $1,469.55
252 2571.524 CONIFEROUS TREE 6' HT B&B TREE $328.25 4 4 $1,313.00 4 $1,313.00
253 2571.524 DECIDUOUS TREE 1.5" CAL B&B TREE $328.25 7 7 $2,297.75 7 $2,297.75
254 2571.525 CONIFEROUS SHRUB 4' HT CONT SHRB $202.00 20 38 $7,676.00 38 $7,676.00
255 2571.525 DECIDUOUS SHRUB NO 5 CONT SHRB $48.48 86 86 $4,169.28 86 $4,169.28
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 13 of 14
Contract Item Status
Line
No. Item Description Unit Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
256 2571.527 PERENNIAL NO 1 CONT PLT $17.68 182 182 $3,217.76 182 $3,217.76
257 2575.507 MULCH MATERIAL TYPE 6 C Y $79.79 45 45 $3,590.55 45 $3,590.55
258 2582.504 ACRYLIC COLOR COAT W/LINE
STRIPING S Y $11.05 1200 0 $0.00 0 $0.00
259 2582.601 PAVEMENT MARKINGS
(BASKETBALL) LS $701.95 1 0 $0.00 0 $0.00
260 2021.501 MOBILIZATION LS $606.00 1 0 $0.00 1 $606.00
261 2511.602 LIMESTONE BENCH - LARGE EACH $2,350.27 4 2 $4,700.54 4 $9,401.08
262 2521.518 4-INCH STANDARD CONCRETE
PAVEMENT W/BASE S F $7.28 3050 1524.25 $11,096.54 3724.25 $27,112.54
263 2521.518 6-INCH CONCRETE PED RAMP
W/BASE S F $14.84 945 406 $6,025.04 1106 $16,413.04
264 2531.618 TRUNCATED DOMES S F $45.45 140 112 $5,090.40 112 $5,090.40
265 2540.603 LANDSCAPE EDGER L F $5.45 166 166 $904.70 166 $904.70
266 2545.501 LIGHTING SYSTEM - NW LOT LS $15,150.00 1 0.1 $1,515.00 1 $15,150.00
267 2571.524 DECIDUOUS TREE 2" CAL B&B TREE $535.30 3 3 $1,605.90 3 $1,605.90
268 2571.524 ORNAMENTAL TREE 1.5" CAL B&B TREE $328.25 4 4 $1,313.00 4 $1,313.00
269 2571.525 SHRUB NO 5 CONT SHRB $48.48 69 69 $3,345.12 69 $3,345.12
270 2571.527 PERENNIAL NO 1 CONT PLT $15.15 314 314 $4,757.10 314 $4,757.10
271 2575.507 MULCH MATERIAL TYPE 6 C Y $77.77 45 45 $3,499.65 45 $3,499.65
272 2103.501 BUILDING REMOVAL LS $14,518.75 1 0 $0.00 1 $14,518.75
273 2545.501 LIGHTING SYSTEM - TRAIL LOOP
LIGHTS LS $37,370.00 1 0.1 $3,737.00 1 $37,370.00
Bid Totals: $1,237,249.64 $6,040,439.00
Project Category Totals
Category Amount This Voucher Amount To Date
2021 DOWNTOWN IMPROVEMENT PROJECT - SCHEDULE A - SURFACE
IMPROVEMENTS $147,541.59 $2,184,700.96
2021 DOWNTOWN IMPROVEMENT PROJECT - SCHEDULE B - WATERMAIN
IMPROVEMENTS $0.00 $196,437.90
2021 DOWNTOWN IMPROVEMENT PROJECT - SCHEDULE C - SANITARY
SEWER IMPROVEMENTS $0.00 $22,820.30
2021 DOWNTOWN IMPROVEMENT PROJECT - SCHEDULE D - STORM
SEWER IMPROVEMENTS $0.00 $565,736.32
2021 DOWNTOWN IMPROVEMENT PROJECT - SCHEDULE E - CITY WIDE
BITUMINOUS PATCHING IMPROVEMENTS $0.00 $48,328.98
2021 Downtown Improvement
Project - Lions Park Project
Pay Voucher 6
Page 14 of 14
Project Category Totals
Category Amount This Voucher Amount To Date
LIONS PARK PROJECT ALTERNATE A - COURT DEVELOPMENT $76,590.52 $322,331.98
LIONS PARK PROJECT ALTERNATE B - NORTHWEST PARKING LOT SITE $43,852.99 $89,198.53
LIONS PARK PROJECT ALTERNATE C - BUILDING DEMO $0.00 $14,518.75
LIONS PARK PROJECT ALTERNATE D - PEDESTRIAN LIGHTS $3,737.00 $37,370.00
LIONS PARK PROJECT - SCHEDULE A - BASE BID $965,527.54 $2,558,995.28
Contract Change Item Status
CC CC
No.
Line
No. Item Description Units Unit Price Contract
Quantity
Quantity
This
Voucher
Amount This
Voucher
Quantity
To Date Amount To Date
Contract Change Totals:
Contract Change Totals
No. Contract
Change Description Amount This
Voucher
Amount To
Date
Material On Hand Additions
Line
No. Item Description Date Added Comments
Material On Hand Balance
Line
No. Item Description Date Added Used Remaining
Agenda Number G.10
CITY OF HUGO COMMUNITY
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Rachel Juba, Community Development Director
SUBJECT: Philip and Mary Watkins, 13345 Homestead Avenue North. Variance
request from the rear yard and side setback requirement and for an
addition to an attached garage. Variance request for the attached garage to
exceed the square footage allowed.
DATE: August 11, 2022, for the City Council Meeting on August 15, 2022
ZONING: Rural Residential (RR)
REVIEW DEADLINE: September 18, 2022
1. BOARD OF ZONING UPDATE:
At its Thursday, August 11, 2022, meeting the Board of Zoning held a public hearing and
considered the request. Staff presented the information and recommended approval of the
variance application. There were two residents that spoke during the public hearing. One had
concerns about the addition and wanted the addition to meet the setback requirements. He spoke
about other problems he has had with neighbors in the past. The other did not live directly
adjacent to the property and generally stated he was not impacted by the request, but spoke about
another situation at his former residence where a neighbor of his was running a business.
The Board agreed the application met the criteria to approve the variance request. The Board
unanimously recommended approval of the variance request subject to the condition in the
resolution.
2. DESCRIPTION OF REQUEST:
The applicants are requesting variances to construct a 1,120 square foot addition to their 1,350
square foot attached garage. There are three variance requests. The first request is to allow 2,470
square feet for the attached garage, where 1,113 square feet is allowed by ordinance. The second
request is to allow the rear yard setback to be 35 feet from the property line, where 40 feet is
required by ordinance. The third request is to allow the side yard setback to be 12 feet, where 20
feet is required by ordinance.
Watkins Variance – 13345 Homestead Avenue North
Page 2
2
The property is approximately five acres and is located within the Rural Residential (RR) zoning
district.
3. LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The City’s discretion in approving or denying a variance is limited to whether or not the
proposed project meets the standards in the Zoning Ordinance for a variance. The City has a
higher level of discretion with a variance because the burden of proof is on the applicant to show
that they meet the standards in the ordinance.
4. ANALYSIS:
A. Surrounding Land Use and Zoning
The surrounding properties are zoned Rural Residential (RR) and are classified as Large Lot
Residential (LL) in the 2040 Land Use Plan. The surrounding properties range from one to ten
acres in size and are occupied by residential homes.
5. VARIANCE STANDARDS:
The Board must review the requested variances with the standards outlined in Section 90-38 of
the land use regulations. Staff used these standards to review the variance request and finds the
following:
(1) Law. The variance as requested is permissible by law.
The proposed variance is permissible by law.
(2) Practical Difficulties. The applicant for a variance shall establish that there are practical
difficulties in complying with the provisions of the zoning regulations. The term “Practical
Difficulties” as used in the granting of a variance means:
a. Reasonable Use. The property owner proposes to use the property in a reasonable
manner not permitted by the zoning ordinance and;
Attached garages are allowed in the RR zoning district. Attached garages are allowed to
be 1,000 square feet plus 25 percent of the amount by which the footprint of the house
building exceeds 1,000 square feet in size. In this case the total amount allowed would be
1,113 square feet. This property would allow 2 accessory buildings for a total combine
square footage of 3,500. There are no accessory buildings on the property.
The applicant is requesting to construct a 1,120 square foot addition to the existing 1,350
attached garage. The applicant received a variance in 1995 for the existing 1,350 square
foot garage. The applicant has stated that they would reduce the allowed square footage
for an accessory building by as a condition of approval of the variance. The applicant is
proposing to use the property in a reasonable manner.
Watkins Variance – 13345 Homestead Avenue North
Page 3
3
b. Unique Circumstances. The plight of property owner is due to circumstances unique
to the property not created by the landowner and;
The property is unique in that it is a 5 acre parcel in a zoning district that has a minimum
lot size of 10 acres. The house is on the east side of the property about 550 feet from
Homestead Avenue North. There are also constraints on the property that make it unique.
The property has several large trees on the property and the applicant does not want to cut
down or disturb. There are wetlands on each side of the driveway which make those areas
unbuildable. The septic system is located on the west side of the home in the front yard
and the property slopes down to the north, north of the house. There is an area that does
not have trees, south of the driveway and west of the house, but this area is where the
property drains to a wetland and the applicants stated they do not want to block drainage
on their property by locating an accessory building in that area.
The applicant has stated that the best location for additional storage space is to add on to
the west side of the existing attached garage.
It is the staff opinion that this condition has been met because of the constraints due to
the location of the several large trees, wetlands, slopes, septic system, and drainage areas.
c. Character of Neighborhood. The variance, if granted, will not alter the essential
character of the neighborhood.
The accessory building ordinance discourages having accessory buildings located in front
of the house. The applicant would be allowed to place an accessory building behind the
home. he setbacks in the ordinance are intended for lots that are 10 acres or more and this
property is 5 acres. The property has screening on the south and west lot lines from
adjacent properties. The addition would not noticeably change the character of the area.
It is in staff’s opinion that there are practical difficulties in meeting the RR setback requirements
and the square footage requirements for attached garages. The property owner is proposing to
use the property in a reasonable manner by constructing an addition. The constraints due to the
location of the several large trees, wetlands, slopes, septic system, and drainage areas make it
difficult to find a good place for an accessory building without grading to reroute drainage and
removal of trees. Given the location of the proposed addition and the existing vegetation on site,
the approval of the variance request would not noticeably alter the character of the
neighborhood.
(3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and
intent of this chapter and with the policies of the City’s Comprehensive Plan.
The spirit and intent of the attached garage ordinance is to not have the attached garage dominate
the look of the front of the house. The proposed addition would be relatively small and well
hidden, so as to not dominate the appearance of the house. The accessory building ordinance
discourages having accessory buildings located in front of the house. The proposed addition
would be meet the spirit and intent of the accessory building ordinance.
Watkins Variance – 13345 Homestead Avenue North
Page 4
4
The spirit and intent of the ordinance for a side yard setback is to require a minimum amount of
space between buildings and the property line. It is the staff’s opinion that there would be a
reasonable amount of space between the addition and the property line, although a portion of the
addition would encroach into the rear and side yard setback.
(4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use
prohibited in the district.
Attached garages are permitted in the RR zoning district.
(5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood
protection than required by this chapter. The variance shall be determined the minimum
necessary, considering the flood hazard, to afford relief, and the variance shall not be issued
within any designated regulatory floodway if any increase in flood levels during the base flood
discharge would result.
The property is not located within a FEMA designated floodplain.
(6) Septic and Well Compliance. The sewage treatment system and water system of the subject
property is in compliance with city and state codes.
The property is served by well and septic systems. Any future septic system installed must
comply with city and state codes.
6. CONCLUSION:
It in staff’s opinion that the applicant meets all the criteria necessary to approve the variance
requests, with the condition that the total allowed square footage for accessory buildings is
reduced to 2,143 square feet, where 3,500 square feet is required by ordinance.
7. RECOMMENDATION:
Staff recommends approval of the variance requests subject to the conditions in the resolution.
ATTACHMENTS:
1. Location Map
2. Resolution
3. Site Plan
4. Applicant’s Narrative and Documents
140th Street Extension
Client: City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
WSB Project No.: 019520-000
Client Project No.:
State Project No.: .
Federal Project No.:
Contract Amount
Original Contract
Contract Changes
Revised Contract
Work Certified To Date
Base Bid Items
Contract Changes
Material On Hand
Total
Work Certified
This Voucher
$178,557.85
Work Certified
To Date
$178,557.85
Pay Voucher 1
Contractor: Miller Excavating, Inc.
37 41 Stagecoach Trail North
Stillwater, MN 55082
Funds Encumbered
$404,333.33 Original
$0.00 Additional
$404,333.33 Total
$178,557.85
$0.00
$0.00
$178,557.85
Less Amount
Retained
$8,927.89
Less Previous
Payments
$0.00
Amount Paid
This Voucher
$169,629.96
wsb
$404,333.33
N/A
$404,333.33
Total Amount
Paid To Date
$169,629.96
Percent Retained: 5% Percent Complete: 44.16%
This is to certify that the items of work shown in this Pay Voucher have been actually furnished for the work comprising the above
mentioned project in accordance with the plans and specifications heretofore approved.
Approved By WSB
Signature
Date
Approved By City of Hugo
Signature
Date
Page 1 of 5
08/12/2022